WELCOME TO MOSES Rev devlop ============================ This Program is licensed for the exclusive use of Ultramarine inc. Copying of this program or use by anyone other than an employee of the above firm without written consent of Ultramarine is strictly prohibited. +++ M A I N +++ =============== >&title Test of Hydrostatic Interaction >&dimen -dimen meters k-nts >inmodel Time To perform Inmodel : CP= 0.08 >&apply -load @ 100 -force @ 100 >&instate -loc 0 0 0 >&data env +++ & D A T A +++ ================= >t_press cow1 *a1 *a2 000 .04444 >env cow1 -t_press cow1 -time 1 1 >end_&data +++ M A I N +++ =============== >struct +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >lcase -static cow1 one Generating Loads on FRAME at Time 0.000 ======================================= Total Global Force 0.00 0.00 0.00 0 0 0 Time To Generate Load Cases : CP= 0.01 >ssolve Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.00 Time to Complete Nodal Loads : CP= 0.00 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.00 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.00 Time to Factor Stiffness Matrix : CP= 0.00 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.00 Time to Store Deflections : CP= 0.00 Time to Store Element Internal Loads : CP= 0.00 >end +++ M A I N +++ =============== >strpost +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >beam loads input_line ******************** str_pst_beam ******************** ******************** str_pst_parse ******************** ******************** str_pst_case_mult_set ******************** ******************** str_pst_case_fat_ok ******************** ******************** fat_ok ******************** ******************** str_pst_case_fat_ok ******************** fat_fdom = False fat_tdom = False biton = False ******************** str_pst_case_fat_ok ******************** ******************** fat_ok ******************** ******************** str_pst_case_fat_ok ******************** fat_fdom = False fat_tdom = False biton = False ******************** str_pst_case_count_frq_cy_ok ******************** ******************** str_pst_case_fat_ok ******************** ******************** fat_ok ******************** ******************** str_pst_case_fat_ok ******************** fat_fdom = False fat_tdom = False biton = False ******************** str_pst_beam_cyl ******************** ******************** str_pst_rep_init - beginning ******************** item = rep_item_beam class = rep_class_check ******************** str_pst_rep_lim_init ******************** ******************** fil_open_mach ******************** unit = 13 iostat = 0 ******************** str_stp_info_dba, Action = GET Branch = 1 ******************** str_max_name = TUBE|002 ******************** str_pst_rep_top_set ******************** ******************** str_pst_rep_begin ******************** ******************** str_pst_rep_hedl2_set ******************** h2_use = 5 ******************** str_pst_rep_init - end ******************** ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = CURT|003 ******************** ele_class = ~CURTIS ele_map = CURT|003 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = CURT|003 ******************** nodes = *A1 *A2 ******************** ele_selected ******************** ******************** ele_loop_report got element - CURT|003 ******************** nodes = *A1 *A2 class = ~CURTIS ******************** str_pst_ele_set ******************** ******************** ele_data_get for CURT|003 ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = CURT|003 ******************** ele_class = ~CURTIS ele_map = CURT|003 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_release_dba - action = GET ******************** ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = CURT|003 ******************** nodes = *A1 *A2 ******************** cls_data_get - getting ~CURTIS ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** str_pst_ele_rl_begin ******************** ******************** str_pst_rep_put ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 1 ******************** ele_lpt_code_loop ******************** ******************** Top Of code_set Class ~CURTIS Seg 1 ******************** ******************** cls_data_get - already have ~CURTIS ******************** ******************** cls_stiffner_code_set ******************** ******************** cls_data_seg_get -class = ~CURTIS ******************** segno = 1 seg_name = TUBE seg_type = 1 ******************** code_set_branch -code is RP2A ******************** ck_branch = 3 rep_code_use = 3 rep_use_lrfd = False ck_ok_pres = True ck_do_tube = True ******************** type_seg2name - class = ~CURTIS ******************** order = 1 seg_no = 1 ******************** code_set_seg - Type = Tube ******************** seg_name = TUBE Dimensions ========== Dim 3.937E+02 1.969E+00 0 0 0 0 0 0 0 0 0 0 0 0 Reference is N Axis Weight Data =========== seg_wtpft = 1.778E-03 seg_dpft = 0 seg_buoyr = 1.969E+02 seg_dragr = 1.969E+02 seg_appft = 1.969E+02 seg_windr = 1.969E+02 seg_areai = 1.193E+05 seg_areao = 1.217E+05 Section Properties ================== seg_reflect = False sym_y sym_z = True True A iy iz iyz j = 2.423E+03 4.647E+07 4.647E+07 0 9.294E+07 seg_shr_alpha = 2.000E+00 2.000E+00 seg_o_2cen = 0 0 seg_shr_cen = 0 0 seg_2na = 0 0 seg_fat_t = 1.969E+00 seg_dw = 3.937E+02 seg_tw = 1.969E+00 seg_bf = 3.937E+02 seg_tf = 1.969E+00 seg_fecc = 0 seg_cf_a = 0 seg_s_depth = 3.937E+02 seg_rt = 0 0 seg_y_c = 0 0 seg_Iyc = 0 0 seg_p_n = 1.758E+04 seg_m_p = 2.192E+06 2.192E+06 seg_lambda_part = 2.000E+02 2.000E+02 Transverse Stiffners ==================== seg_class_ts = ~RING seg_ts_space = 9.843E+00 seg_ts_num = -7.778E+01 seg_ts_seg_space = 9.843E+00 seg_ts_seg_numb = 1.040E+02 seg_ts_dw = 2.835E+01 seg_ts_tw = 2.362E+00 seg_ts_bf = 3.937E+00 seg_ts_tf = 2.362E+00 seg_ts_fecc = 0 seg_ts_cf_a = 0 seg_ts_depth = 5.906E+01 seg_ts_i_rat = 5.583E-03 seg_ts_w_rat = 3.799E-01 seg_ts_weight = 1.119E-04 seg_ts_leng = 1.130E+03 seg_ts_seg_numb = 1.040E+02 Stress Stuff ============ seg_warp seg_tor_a = 0 0 seg_axi_f2s = 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 seg_hoop_f2s = 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 seg_torb_f2s = 0 0 0 0 0 0 0 0 seg_chk_shr_f2s = 8.256E-04 8.256E-04 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ********** seg_bnd_f2s ********** 1 2 3 4 1 4.236E-06 0 0 0 2 2.995E-06 0 0 -2.995E-06 3 0 0 0 -4.236E-06 4 -2.995E-06 0 0 -2.995E-06 5 -4.236E-06 0 0 0 6 -2.995E-06 0 0 2.995E-06 7 0 0 0 4.236E-06 8 2.995E-06 0 0 2.995E-06 ********** seg_shr_f2s ********** 1 2 1 8.256E-04 0 2 4.086E-04 4.086E-04 3 5.604E-11 8.256E-04 4 4.086E-04 4.086E-04 5 8.256E-04 1.121E-10 6 4.086E-04 4.086E-04 7 1.121E-10 8.256E-04 8 4.086E-04 4.086E-04 ********** seg_torv_f2s ********** 1 2 1 0 2.118E-06 2 1.498E-06 1.498E-06 3 2.118E-06 0 4 1.498E-06-1.498E-06 5 0 -2.118E-06 6 -1.498E-06-1.498E-06 7 -2.118E-06 0 8 -1.498E-06 1.498E-06 ******************** code_return_init - STIFFNER ******************** ******************** code_set_kfac ******************** ******************** code_stiffner_set ******************** ******************** cls_stiffner_props_set ******************** ******************** cls_stiffner_get ******************** Transverse Stiffners ==================== s_seg = 2 dim = 7.874E+00 5.906E+01 2.362E+00 2.362E+00 type = 0 area = 1.525E+02 iy = 5.012E+04 iz = 1.584E+02 fy = 6.096E+01 e = 3.048E+04 weight = 1.119E-04 ******************** code_stiffner_tran_stf ******************** ******************** AISC WS Table B51 Stems of Tees ******************** sq_fy = 2.694E+00 ******************** aisc_ws_kc ******************** ******************** aisc_set_fraction ******************** lambda = 1.667E+00 lambda_p = 1.000E-10 lambda_r = 4.714E+01 sl_fract = 3.535E-02 Classification = Noncompact ******************** code_set_beam ******************** ******************** code_stiffner_ring_set ******************** ******************** code_stifner_ring_set ******************** ******************** Ring Geometry ******************** Radius = 1.813E+02 Effective Length = 9.843E+00 Area = 1.525E+02 Effective Inertia = 1.090E+04 ******************** Ring Web ******************** Area = 6.696E+01 Inertia = 4.484E+03 Centroid = -1.578E+00 ******************** Ring Plate ******************** Width = 9.843E+00 Area = 1.938E+01 Inertia = 6.257E+00 Centroid = 1.358E+01 ******************** Ring Flange ******************** Area = 9.300E+00 Inertia = 4.325E+00 Centroid = -1.693E+01 Eccentricity = 0 ******************** code_set_seg ******************** rep_use_raleigh = True ck_no_interaction = False Fy = 7.257E+00 Length = 1.024E+03 kfac = 1.000E+00 1.000E+00 Bu Leng = 1.024E+03 1.024E+03 ck_cfb = 1.024E+03 code_b_lambda = 7.391E+00 7.391E+00 1.024E+03 ck_sigma_eu = 5.507E+03 5.507E+03 1.172E+04 H/T, B/T = 2.000E+02 2.000E+02 p_n/(A*Fy) = 1.000E+00 ck_sigma_mp = 9.284E+00 9.284E+00 ck_sigma_aisc_mp = 9.284E+00 9.284E+00 ck_sy = 2.361E+05 ck_x1 = 8.440E+04 ck_x2 = 0 G*J = 1.089E+12 Warping = 0 Trans space, num = 9.843E+00 1.040E+02 Long space, num = 9.843E+00 1.130E+03 ******************** ele_lpt_code_loop - ele_cur = CURT|003 ******************** ele_lpt_cur/out = LP|00001 0.00 CURT|003 ele_pnt num/2seg/2fat = 1 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00001 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00001 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is RP2A ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** rp2a_ws_beam_allow ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_common_local_buckling ******************** D/T = 2.000E+02 ******************** rp2a_common_local_buckling ******************** f_xc = 5.624E+00 f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** rp2a_ws_table_3_3_5 ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_ws_table_3_3_5 ******************** allow_sft = 1.670E+00 allow_sfh = 2.000E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 ******************** rp2a_ws_3_2_5b ******************** allow_sfh = 2.000E+00 fy_mod = 7.257E+00 allow_f_he = 2.438E+02 allow_f_hc = 3.628E+00 Hoop Ratio = 1.778E-01 ******************** code_return_cyl_chk - Sec. 3.2.5 ******************** ratio = 1.778E-01 ******************** rp2a_ws_3_2_1 ******************** ******************** beam_common_amplification ******************** sf = 5.217E-01 F"e = 2.873E+03 2.873E+03 ck_cm = 8.500E-01 8.500E-01 ******************** rp2a_ws_3_2_4 - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 4.354E+00 code_allow_bnd = 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 2.903E+00 2.903E+00 allow_ax = 4.354E+00 4.354E+00 allow_f_hc = 3.628E+00 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 5.624E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 1.670E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 allow_sfh = 2.000E+00 allow_gamma_mn = 0 allow_f_thrd = 0 allow_f_mhrd = 0 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** rp2a_ws_hcl ******************** ******************** rp2a_ws_3_3_3 ******************** Hyd. Tension Ratio = 2.115E-01 ******************** code_return_cyl_chk - Eq. 3.3.3-1 ******************** ratio = 2.115E-01 ******************** code_return_check - Ratio = 0.21 Eq. 3.3.3-1 ******************** ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 0 0 ******************** str_pst_beam_cyl_put - Eq. 3.3.3-1 ******************** ck = 2.115E-01 3.173E-01 info = 2.115E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 2.115E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_scat_store ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = CURT|003 ******************** ele_lpt_cur/out = LP|00002 50.00 CURT|003 ele_pnt num/2seg/2fat = 2 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00002 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00002 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is RP2A ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** rp2a_ws_beam_allow ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_common_local_buckling ******************** D/T = 2.000E+02 ******************** rp2a_common_local_buckling ******************** f_xc = 5.624E+00 f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** rp2a_ws_table_3_3_5 ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_ws_table_3_3_5 ******************** allow_sft = 1.670E+00 allow_sfh = 2.000E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 ******************** rp2a_ws_3_2_5b ******************** allow_sfh = 2.000E+00 fy_mod = 7.257E+00 allow_f_he = 2.438E+02 allow_f_hc = 3.628E+00 Hoop Ratio = 1.778E-01 ******************** code_return_cyl_chk - Sec. 3.2.5 ******************** ratio = 1.778E-01 ******************** rp2a_ws_3_2_1 ******************** ******************** beam_common_amplification ******************** sf = 5.217E-01 F"e = 2.873E+03 2.873E+03 ck_cm = 8.500E-01 8.500E-01 ******************** rp2a_ws_3_2_4 - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 4.354E+00 code_allow_bnd = 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 2.903E+00 2.903E+00 allow_ax = 4.354E+00 4.354E+00 allow_f_hc = 3.628E+00 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 5.624E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 1.670E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 allow_sfh = 2.000E+00 allow_gamma_mn = 0 allow_f_thrd = 0 allow_f_mhrd = 0 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** rp2a_ws_hcl ******************** ******************** rp2a_ws_3_3_3 ******************** Hyd. Tension Ratio = 2.115E-01 ******************** code_return_cyl_chk - Eq. 3.3.3-1 ******************** ratio = 2.115E-01 ******************** code_return_check - Ratio = 0.21 Eq. 3.3.3-1 ******************** ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 2.115E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 3.3.3-1 ******************** ck = 2.115E-01 3.173E-01 info = 2.115E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 2.115E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 2.115E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = CURT|003 ******************** ele_lpt_cur/out = LP|00003 100.00 CURT|003 ele_pnt num/2seg/2fat = 3 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00003 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00003 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is RP2A ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** rp2a_ws_beam_allow ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_common_local_buckling ******************** D/T = 2.000E+02 ******************** rp2a_common_local_buckling ******************** f_xc = 5.624E+00 f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** rp2a_ws_table_3_3_5 ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_ws_table_3_3_5 ******************** allow_sft = 1.670E+00 allow_sfh = 2.000E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 ******************** rp2a_ws_3_2_5b ******************** allow_sfh = 2.000E+00 fy_mod = 7.257E+00 allow_f_he = 2.438E+02 allow_f_hc = 3.628E+00 Hoop Ratio = 1.778E-01 ******************** code_return_cyl_chk - Sec. 3.2.5 ******************** ratio = 1.778E-01 ******************** rp2a_ws_3_2_1 ******************** ******************** beam_common_amplification ******************** sf = 5.217E-01 F"e = 2.873E+03 2.873E+03 ck_cm = 8.500E-01 8.500E-01 ******************** rp2a_ws_3_2_4 - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 4.354E+00 code_allow_bnd = 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 2.903E+00 2.903E+00 allow_ax = 4.354E+00 4.354E+00 allow_f_hc = 3.628E+00 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 5.624E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 1.670E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 allow_sfh = 2.000E+00 allow_gamma_mn = 0 allow_f_thrd = 0 allow_f_mhrd = 0 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** rp2a_ws_hcl ******************** ******************** rp2a_ws_3_3_3 ******************** Hyd. Tension Ratio = 2.115E-01 ******************** code_return_cyl_chk - Eq. 3.3.3-1 ******************** ratio = 2.115E-01 ******************** code_return_check - Ratio = 0.21 Eq. 3.3.3-1 ******************** ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 2.115E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 3.3.3-1 ******************** ck = 2.115E-01 3.173E-01 info = 2.115E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 2.115E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 2.115E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** str_pst_rep_scat_end - CURT|003 ******************** pcat_cur = ~CURTIS scat_chk = 2.115E-01 scat_worst = True ******************** auxp_rint_set - CURT|003 ******************** number = 1 str_rint_buf = 2.115E-01 0 0 0 0 0 ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = DOG|0004 ******************** ele_class = ~DOG ele_map = DOG|0004 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = DOG|0004 ******************** nodes = *A1 *A2 ******************** ele_selected ******************** ******************** ele_loop_report got element - DOG|0004 ******************** nodes = *A1 *A2 class = ~DOG ******************** str_pst_ele_set ******************** ******************** ele_data_get for DOG|0004 ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = DOG|0004 ******************** ele_class = ~DOG ele_map = DOG|0004 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_release_dba - action = GET ******************** ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = DOG|0004 ******************** nodes = *A1 *A2 ******************** cls_data_get - getting ~DOG ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** str_pst_ele_rl_begin ******************** ******************** str_pst_rep_put ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 1 ******************** ele_lpt_code_loop ******************** ******************** Top Of code_set Class ~DOG Seg 1 ******************** ******************** cls_data_get - already have ~DOG ******************** ******************** cls_stiffner_code_set ******************** ******************** cls_data_seg_get -class = ~DOG ******************** segno = 1 seg_name = TUBE seg_type = 1 ******************** code_set_branch -code is RP2A ******************** ck_branch = 3 rep_code_use = 3 rep_use_lrfd = False ck_ok_pres = True ck_do_tube = True ******************** type_seg2name - class = ~DOG ******************** order = 1 seg_no = 1 ******************** code_set_seg - Type = Tube ******************** seg_name = TUBE Dimensions ========== Dim 3.937E+02 1.969E+00 0 0 0 0 0 0 0 0 0 0 0 0 Reference is N Axis Weight Data =========== seg_wtpft = 1.778E-03 seg_dpft = 0 seg_buoyr = 1.969E+02 seg_dragr = 1.969E+02 seg_appft = 1.969E+02 seg_windr = 1.969E+02 seg_areai = 1.193E+05 seg_areao = 1.217E+05 Section Properties ================== seg_reflect = False sym_y sym_z = True True A iy iz iyz j = 2.423E+03 4.647E+07 4.647E+07 0 9.294E+07 seg_shr_alpha = 2.000E+00 2.000E+00 seg_o_2cen = 0 0 seg_shr_cen = 0 0 seg_2na = 0 0 seg_fat_t = 1.969E+00 seg_dw = 3.937E+02 seg_tw = 1.969E+00 seg_bf = 3.937E+02 seg_tf = 1.969E+00 seg_fecc = 0 seg_cf_a = 0 seg_s_depth = 3.937E+02 seg_rt = 0 0 seg_y_c = 0 0 seg_Iyc = 0 0 seg_p_n = 1.758E+04 seg_m_p = 2.192E+06 2.192E+06 seg_lambda_part = 2.000E+02 2.000E+02 Stress Stuff ============ seg_warp seg_tor_a = 0 0 seg_axi_f2s = 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 seg_hoop_f2s = 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 seg_torb_f2s = 0 0 0 0 0 0 0 0 seg_chk_shr_f2s = 8.256E-04 8.256E-04 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ********** seg_bnd_f2s ********** 1 2 3 4 1 4.236E-06 0 0 0 2 2.995E-06 0 0 -2.995E-06 3 0 0 0 -4.236E-06 4 -2.995E-06 0 0 -2.995E-06 5 -4.236E-06 0 0 0 6 -2.995E-06 0 0 2.995E-06 7 0 0 0 4.236E-06 8 2.995E-06 0 0 2.995E-06 ********** seg_shr_f2s ********** 1 2 1 8.256E-04 0 2 4.086E-04 4.086E-04 3 5.604E-11 8.256E-04 4 4.086E-04 4.086E-04 5 8.256E-04 1.121E-10 6 4.086E-04 4.086E-04 7 1.121E-10 8.256E-04 8 4.086E-04 4.086E-04 ********** seg_torv_f2s ********** 1 2 1 0 2.118E-06 2 1.498E-06 1.498E-06 3 2.118E-06 0 4 1.498E-06-1.498E-06 5 0 -2.118E-06 6 -1.498E-06-1.498E-06 7 -2.118E-06 0 8 -1.498E-06 1.498E-06 ******************** code_return_init - STIFFNER ******************** ******************** code_set_kfac ******************** ******************** code_stiffner_set ******************** ******************** cls_stiffner_props_set ******************** ******************** code_set_beam ******************** ******************** code_set_seg ******************** rep_use_raleigh = True ck_no_interaction = False Fy = 7.257E+00 Length = 1.024E+03 kfac = 1.000E+00 1.000E+00 Bu Leng = 1.024E+03 1.024E+03 ck_cfb = 1.024E+03 code_b_lambda = 7.391E+00 7.391E+00 1.024E+03 ck_sigma_eu = 5.507E+03 5.507E+03 1.172E+04 H/T, B/T = 2.000E+02 2.000E+02 p_n/(A*Fy) = 1.000E+00 ck_sigma_mp = 9.284E+00 9.284E+00 ck_sigma_aisc_mp = 9.284E+00 9.284E+00 ck_sy = 2.361E+05 ck_x1 = 8.440E+04 ck_x2 = 0 G*J = 1.089E+12 Warping = 0 Trans space, num = 1.024E+03-7.778E+01 Long space, num = 1.024E+03 1.231E+03 ******************** ele_lpt_code_loop - ele_cur = DOG|0004 ******************** ele_lpt_cur/out = LP|00004 0.00 DOG|0004 ele_pnt num/2seg/2fat = 1 1 2 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00004 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00004 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is RP2A ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.024E+03 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = False STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** rp2a_ws_beam_allow ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_common_local_buckling ******************** D/T = 2.000E+02 ******************** rp2a_common_local_buckling ******************** f_xc = 5.624E+00 f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.200E+01 ch = 1.433E-02 allow_f_he = 4.367E+00 allow_f_h = 4.146E+00 mini_ring = 2.842E+03 ck_ts_iy_eff = 0 ts_space = 1.024E+03 u_stiffner = 0 ******************** rp2a_ws_table_3_3_5 ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_ws_table_3_3_5 ******************** allow_sft = 1.670E+00 allow_sfh = 2.000E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 ******************** rp2a_ws_3_2_5b ******************** allow_sfh = 2.000E+00 fy_mod = 7.257E+00 allow_f_he = 4.367E+00 allow_f_hc = 2.026E+00 Hoop Ratio = 3.184E-01 ******************** code_return_cyl_chk - Sec. 3.2.5 ******************** ratio = 3.184E-01 ******************** rp2a_ws_3_2_1 ******************** ******************** beam_common_amplification ******************** sf = 5.217E-01 F"e = 2.873E+03 2.873E+03 ck_cm = 8.500E-01 8.500E-01 ******************** rp2a_ws_3_2_4 - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 4.354E+00 code_allow_bnd = 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 2.903E+00 2.903E+00 allow_ax = 4.354E+00 4.354E+00 allow_f_hc = 2.026E+00 allow_f_he = 4.367E+00 allow_f_xc(f_cl) = 5.624E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 1.670E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 allow_sfh = 2.000E+00 allow_gamma_mn = 0 allow_f_thrd = 0 allow_f_mhrd = 0 allow_f_h = 4.146E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** rp2a_ws_hcl ******************** ******************** rp2a_ws_3_3_3 ******************** Hyd. Tension Ratio = 3.473E-01 ******************** code_return_cyl_chk - Eq. 3.3.3-1 ******************** ratio = 3.473E-01 ******************** code_return_check - Ratio = 0.35 Eq. 3.3.3-1 ******************** ******************** str_pst_rep_check ******************** ck = 3.473E-01 3.173E-01 new = 0 0 ******************** str_pst_beam_cyl_put - Eq. 3.3.3-1 ******************** ck = 3.473E-01 3.173E-01 info = 3.473E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 3.473E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 3.473E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_check ******************** ck = 3.473E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_scat_store ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = DOG|0004 ******************** ele_lpt_cur/out = LP|00005 50.00 DOG|0004 ele_pnt num/2seg/2fat = 2 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00005 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00005 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is RP2A ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.024E+03 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = False STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** rp2a_ws_beam_allow ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_common_local_buckling ******************** D/T = 2.000E+02 ******************** rp2a_common_local_buckling ******************** f_xc = 5.624E+00 f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.200E+01 ch = 1.433E-02 allow_f_he = 4.367E+00 allow_f_h = 4.146E+00 mini_ring = 2.842E+03 ck_ts_iy_eff = 0 ts_space = 1.024E+03 u_stiffner = 0 ******************** rp2a_ws_table_3_3_5 ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_ws_table_3_3_5 ******************** allow_sft = 1.670E+00 allow_sfh = 2.000E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 ******************** rp2a_ws_3_2_5b ******************** allow_sfh = 2.000E+00 fy_mod = 7.257E+00 allow_f_he = 4.367E+00 allow_f_hc = 2.026E+00 Hoop Ratio = 3.184E-01 ******************** code_return_cyl_chk - Sec. 3.2.5 ******************** ratio = 3.184E-01 ******************** rp2a_ws_3_2_1 ******************** ******************** beam_common_amplification ******************** sf = 5.217E-01 F"e = 2.873E+03 2.873E+03 ck_cm = 8.500E-01 8.500E-01 ******************** rp2a_ws_3_2_4 - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 4.354E+00 code_allow_bnd = 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 2.903E+00 2.903E+00 allow_ax = 4.354E+00 4.354E+00 allow_f_hc = 2.026E+00 allow_f_he = 4.367E+00 allow_f_xc(f_cl) = 5.624E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 1.670E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 allow_sfh = 2.000E+00 allow_gamma_mn = 0 allow_f_thrd = 0 allow_f_mhrd = 0 allow_f_h = 4.146E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** rp2a_ws_hcl ******************** ******************** rp2a_ws_3_3_3 ******************** Hyd. Tension Ratio = 3.473E-01 ******************** code_return_cyl_chk - Eq. 3.3.3-1 ******************** ratio = 3.473E-01 ******************** code_return_check - Ratio = 0.35 Eq. 3.3.3-1 ******************** ******************** str_pst_rep_check ******************** ck = 3.473E-01 3.173E-01 new = 3.473E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 3.3.3-1 ******************** ck = 3.473E-01 3.173E-01 info = 3.473E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 3.473E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 3.473E-01 3.173E-01 new = 3.473E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = DOG|0004 ******************** ele_lpt_cur/out = LP|00006 100.00 DOG|0004 ele_pnt num/2seg/2fat = 3 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00006 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00006 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is RP2A ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.024E+03 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = False STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** rp2a_ws_beam_allow ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_common_local_buckling ******************** D/T = 2.000E+02 ******************** rp2a_common_local_buckling ******************** f_xc = 5.624E+00 f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.200E+01 ch = 1.433E-02 allow_f_he = 4.367E+00 allow_f_h = 4.146E+00 mini_ring = 2.842E+03 ck_ts_iy_eff = 0 ts_space = 1.024E+03 u_stiffner = 0 ******************** rp2a_ws_table_3_3_5 ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_ws_table_3_3_5 ******************** allow_sft = 1.670E+00 allow_sfh = 2.000E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 ******************** rp2a_ws_3_2_5b ******************** allow_sfh = 2.000E+00 fy_mod = 7.257E+00 allow_f_he = 4.367E+00 allow_f_hc = 2.026E+00 Hoop Ratio = 3.184E-01 ******************** code_return_cyl_chk - Sec. 3.2.5 ******************** ratio = 3.184E-01 ******************** rp2a_ws_3_2_1 ******************** ******************** beam_common_amplification ******************** sf = 5.217E-01 F"e = 2.873E+03 2.873E+03 ck_cm = 8.500E-01 8.500E-01 ******************** rp2a_ws_3_2_4 - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 4.354E+00 code_allow_bnd = 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 2.903E+00 2.903E+00 allow_ax = 4.354E+00 4.354E+00 allow_f_hc = 2.026E+00 allow_f_he = 4.367E+00 allow_f_xc(f_cl) = 5.624E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 1.670E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 allow_sfh = 2.000E+00 allow_gamma_mn = 0 allow_f_thrd = 0 allow_f_mhrd = 0 allow_f_h = 4.146E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** rp2a_ws_hcl ******************** ******************** rp2a_ws_3_3_3 ******************** Hyd. Tension Ratio = 3.473E-01 ******************** code_return_cyl_chk - Eq. 3.3.3-1 ******************** ratio = 3.473E-01 ******************** code_return_check - Ratio = 0.35 Eq. 3.3.3-1 ******************** ******************** str_pst_rep_check ******************** ck = 3.473E-01 3.173E-01 new = 3.473E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 3.3.3-1 ******************** ck = 3.473E-01 3.173E-01 info = 3.473E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 3.473E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 3.473E-01 3.173E-01 new = 3.473E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** str_pst_rep_scat_end - DOG|0004 ******************** pcat_cur = ~DOG scat_chk = 3.473E-01 scat_worst = True ******************** auxp_rint_set - DOG|0004 ******************** number = 1 str_rint_buf = 3.473E-01 0 0 0 0 0 ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = REST|005 ******************** ele_class = ~REST ele_map = $$$$$$$$ ele_part = GROUND ele_type = 502 ele_lpt_num = 1 ele_numn = 1 ele_next = 1 ele_nfe = 0 ele_face_num = 0 ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = TT|00001 ******************** ele_class = ~TT ele_map = TT|00001 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = TT|00001 ******************** nodes = *A1 *A2 ******************** ele_selected ******************** ******************** ele_loop_report got element - TT|00001 ******************** nodes = *A1 *A2 class = ~TT ******************** str_pst_ele_set ******************** ******************** ele_data_get for TT|00001 ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = TT|00001 ******************** ele_class = ~TT ele_map = TT|00001 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_release_dba - action = GET ******************** ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = TT|00001 ******************** nodes = *A1 *A2 ******************** cls_data_get - getting ~TT ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** str_pst_ele_rl_begin ******************** ******************** str_pst_rep_put ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 1 ******************** ele_lpt_code_loop ******************** ******************** Top Of code_set Class ~TT Seg 1 ******************** ******************** cls_data_get - already have ~TT ******************** ******************** cls_stiffner_code_set ******************** ******************** cls_data_seg_get -class = ~TT ******************** segno = 1 seg_name = TUBE seg_type = 1 ******************** code_set_branch -code is RP2A ******************** ck_branch = 3 rep_code_use = 3 rep_use_lrfd = False ck_ok_pres = True ck_do_tube = True ******************** type_seg2name - class = ~TT ******************** order = 1 seg_no = 1 ******************** code_set_seg - Type = Tube ******************** seg_name = TUBE Dimensions ========== Dim 3.937E+00 9.843E-01 0 0 0 0 0 0 0 0 0 0 0 0 Reference is N Axis Weight Data =========== seg_wtpft = 6.700E-06 seg_dpft = 0 seg_buoyr = 1.969E+00 seg_dragr = 1.969E+00 seg_appft = 1.969E+00 seg_windr = 1.969E+00 seg_areai = 3.043E+00 seg_areao = 1.217E+01 Section Properties ================== seg_reflect = False sym_y sym_z = True True A iy iz iyz j = 9.130E+00 1.106E+01 1.106E+01 0 2.211E+01 seg_shr_alpha = 1.867E+00 1.867E+00 seg_o_2cen = 0 0 seg_shr_cen = 0 0 seg_2na = 0 0 seg_fat_t = 9.843E-01 seg_dw = 3.937E+00 seg_tw = 9.843E-01 seg_bf = 3.937E+00 seg_tf = 9.843E-01 seg_fecc = 0 seg_cf_a = 0 seg_s_depth = 3.937E+00 seg_rt = 0 0 seg_y_c = 0 0 seg_Iyc = 0 2.706E+01 seg_p_n = 5.566E+02 seg_m_p = 5.423E+02 5.423E+02 seg_lambda_part = 4.000E+00 4.000E+00 Transverse Stiffners ==================== seg_class_ts = ~RING2 seg_ts_space = 1.969E+00 seg_ts_num = -7.778E+01 seg_ts_seg_space = 1.024E+03 seg_ts_seg_numb = -7.778E+01 seg_ts_dw = 2.835E+01 seg_ts_tw = 2.362E+00 seg_ts_bf = 3.937E+00 seg_ts_tf = 2.362E+00 seg_ts_fecc = 0 seg_ts_cf_a = 0 seg_ts_depth = 5.906E+01 seg_ts_i_rat = 5.583E-03 seg_ts_w_rat = 3.799E-01 seg_ts_weight = 1.119E-04 seg_ts_leng = 1.130E+03 seg_ts_seg_numb = -7.778E+01 Stress Stuff ============ seg_warp seg_tor_a = 0 0 seg_axi_f2s = 1.095E-01 1.095E-01 1.095E-01 1.095E-01 1.095E-01 1.095E-01 1.095E-01 1.095E-01 seg_hoop_f2s = 2.000E+00 2.000E+00 2.000E+00 2.000E+00 2.000E+00 2.000E+00 2.000E+00 2.000E+00 seg_torb_f2s = 0 0 0 0 0 0 0 0 seg_chk_shr_f2s = 2.044E-01 2.044E-01 ********** seg_pts ********** 1 2 1 0 1.969E+00 2 1.392E+00 1.392E+00 3 1.969E+00 0 4 1.392E+00-1.392E+00 5 0 -1.969E+00 6 -1.392E+00-1.392E+00 7 -1.969E+00 0 8 -1.392E+00 1.392E+00 ********** seg_bnd_f2s ********** 1 2 3 4 1 1.780E-01 0 0 0 2 1.259E-01 0 0 -1.259E-01 3 0 0 0 -1.780E-01 4 -1.259E-01 0 0 -1.259E-01 5 -1.780E-01 0 0 0 6 -1.259E-01 0 0 1.259E-01 7 0 0 0 1.780E-01 8 1.259E-01 0 0 1.259E-01 ********** seg_shr_f2s ********** 1 2 1 2.044E-01 0 2 5.841E-02 5.841E-02 3 7.188E-09 2.044E-01 4 5.841E-02 5.841E-02 5 2.044E-01 2.156E-08 6 5.841E-02 5.841E-02 7 2.156E-08 2.044E-01 8 5.841E-02 5.841E-02 ********** seg_torv_f2s ********** 1 2 1 0 8.902E-02 2 6.295E-02 6.295E-02 3 8.902E-02 0 4 6.295E-02-6.295E-02 5 0 -8.902E-02 6 -6.295E-02-6.295E-02 7 -8.902E-02 0 8 -6.295E-02 6.295E-02 ******************** code_return_init - STIFFNER ******************** ******************** code_set_kfac ******************** ******************** code_stiffner_set ******************** ******************** cls_stiffner_props_set ******************** ******************** cls_stiffner_get ******************** Transverse Stiffners ==================== s_seg = 2 dim = 9.843E-01 9.843E-01 9.843E-01 9.843E-01 type = 0 area = 9.688E-01 iy = 7.821E-02 iz = 7.821E-02 fy = 6.096E+01 e = 3.048E+04 weight = 7.109E-07 ******************** code_stiffner_tran_stf ******************** ******************** AISC WS Table B51 Stems of Tees ******************** sq_fy = 7.807E+00 ******************** aisc_ws_kc ******************** ******************** aisc_set_fraction ******************** lambda = 5.000E-01 lambda_p = 1.000E-10 lambda_r = 1.627E+01 sl_fract = 3.074E-02 Classification = Noncompact ******************** code_set_beam ******************** ******************** code_stiffner_ring_set ******************** ******************** code_stifner_ring_set ******************** ******************** Ring Geometry ******************** Radius = 7.796E-01 Effective Length = 1.875E+00 Area = 9.688E-01 Effective Inertia = 5.598E-01 ******************** Ring Web ******************** Area = 4.921E-11 Inertia = 0 Centroid = -2.875E-01 ******************** Ring Plate ******************** Width = 1.875E+00 Area = 1.846E+00 Inertia = 1.490E-01 Centroid = 2.046E-01 ******************** Ring Flange ******************** Area = 4.844E-01 Inertia = 3.910E-02 Centroid = -7.796E-01 Eccentricity = 0 ******************** code_set_seg ******************** rep_use_raleigh = True ck_no_interaction = False Fy = 6.096E+01 Length = 1.024E+03 kfac = 1.000E+00 1.000E+00 Bu Leng = 1.024E+03 1.024E+03 ck_cfb = 1.024E+03 code_b_lambda = 9.302E+02 9.302E+02 1.024E+03 ck_sigma_eu = 3.476E-01 3.476E-01 1.172E+04 H/T, B/T = 4.000E+00 4.000E+00 p_n/(A*Fy) = 1.000E+00 ck_sigma_mp = 9.656E+01 9.656E+01 ck_sigma_aisc_mp = 9.144E+01 9.144E+01 ck_sy = 5.617E+00 ck_x1 = 2.527E+00 ck_x2 = 0 G*J = 2.592E+05 Warping = 0 Trans space, num = 1.969E+00 5.200E+02 Long space, num = 1.969E+00 7.730E+00 ******************** ele_lpt_code_loop - ele_cur = TT|00001 ******************** ele_lpt_cur/out = LP|00008 0.00 TT|00001 ele_pnt num/2seg/2fat = 1 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00008 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00008 ******************** np = 1 ********** elf ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 2.897E+00 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 2.897E+00 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 3.110E-01 code_strs_hoop = 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+00 2 1.392E+00 1.392E+00 3 1.969E+00 0 4 1.392E+00-1.392E+00 5 0 -1.969E+00 6 -1.392E+00-1.392E+00 7 -1.969E+00 0 8 -1.392E+00 1.392E+00 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is RP2A ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+00 thick = 9.843E-01 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 9.302E+02 9.302E+02 ck_sigma_eu = 3.476E-01 3.476E-01 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 6.096E+01 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.969E+00 lambda H/T, B/T = 4.000E+00 4.000E+00 STIFFNERS ck_ring_extern = False ck_rad_ring = 7.796E-01 seg_seg_ts_exists = True ck_ts_le_o = 1.875E+00 ck_ts_iy_eff = 5.598E-01 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 1.290E-02 ******************** rp2a_ws_beam_allow ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 4.000E+00 Fy = 6.096E+01 ck_amod = 1.000E+00 Fb = 4.572E+01 4.572E+01 ******************** rp2a_common_local_buckling ******************** D/T = 4.000E+00 ******************** rp2a_common_local_buckling ******************** f_xc = 6.096E+01 f_xe = 4.572E+03 ******************** tube_common_hook_buckling ******************** ******************** code_return_failed ******************** ******************** code_return_check - Ratio = 9999 Eq. 3.2.5-7 ******************** ******************** code_return_cyl_chk - Eq. 3.2.5-7 ******************** ratio = 1.000E+30 ******************** Failed - Eq. 3.2.5-7 ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 2.500E-01 mu = 1.414E+00 ch = 8.000E-01 allow_f_he = 1.219E+04 allow_f_h = 6.096E+01 mini_ring = 1.526E+00 ck_ts_iy_eff = 5.598E-01 ts_space = 1.969E+00 u_stiffner = 2.725E+00 ******************** rp2a_ws_table_3_3_5 ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 4.000E+00 Fy = 6.096E+01 ck_amod = 1.000E+00 Fb = 4.572E+01 4.572E+01 ******************** rp2a_ws_table_3_3_5 ******************** allow_sft = 1.670E+00 allow_sfh = 2.000E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 ******************** rp2a_ws_3_2_5b ******************** allow_sfh = 2.000E+00 fy_mod = 6.096E+01 allow_f_he = 1.219E+04 allow_f_hc = 3.048E+01 Hoop Ratio = 4.232E-04 ******************** code_return_cyl_chk - Sec. 3.2.5 ******************** ratio = 4.232E-04 ******************** rp2a_ws_3_2_1 ******************** ******************** beam_common_amplification ******************** sf = 5.217E-01 F"e = 1.814E-01 1.814E-01 ck_cm = 8.500E-01 8.500E-01 ******************** rp2a_ws_3_2_4 - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 3.657E+01 code_allow_bnd = 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 2.438E+01 2.438E+01 allow_ax = 3.657E+01 3.657E+01 allow_f_hc = 3.048E+01 allow_f_he = 1.219E+04 allow_f_xc(f_cl) = 6.096E+01 allow_f_xe(f_cle) = 4.572E+03 allow_sft = 1.670E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 allow_sfh = 2.000E+00 allow_gamma_mn = 0 allow_f_thrd = 0 allow_f_mhrd = 0 allow_f_h = 6.096E+01 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** rp2a_ws_hcl ******************** ******************** rp2a_ws_3_3_3 ******************** Hyd. Tension Ratio = 8.828E-03 ******************** code_return_cyl_chk - Eq. 3.3.3-1 ******************** ratio = 8.828E-03 ******************** code_return_check - Ratio = 9999 Eq. 3.2.5-7 ******************** ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 0 0 ******************** str_pst_beam_cyl_put - Eq. 3.2.5-7 ******************** ck = 9.999E+03 3.173E-01 info = 9.999E+03 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 9.999E+03 3.173E-01 ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 0 0 ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 0 0 ******************** str_pst_rep_scat_store ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = TT|00001 ******************** ele_lpt_cur/out = LP|00009 50.00 TT|00001 ele_pnt num/2seg/2fat = 2 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00009 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00009 ******************** np = 1 ********** elf ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 2.897E+00 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 2.897E+00 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 3.110E-01 code_strs_hoop = 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+00 2 1.392E+00 1.392E+00 3 1.969E+00 0 4 1.392E+00-1.392E+00 5 0 -1.969E+00 6 -1.392E+00-1.392E+00 7 -1.969E+00 0 8 -1.392E+00 1.392E+00 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is RP2A ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+00 thick = 9.843E-01 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 9.302E+02 9.302E+02 ck_sigma_eu = 3.476E-01 3.476E-01 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 6.096E+01 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.969E+00 lambda H/T, B/T = 4.000E+00 4.000E+00 STIFFNERS ck_ring_extern = False ck_rad_ring = 7.796E-01 seg_seg_ts_exists = True ck_ts_le_o = 1.875E+00 ck_ts_iy_eff = 5.598E-01 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 1.290E-02 ******************** rp2a_ws_beam_allow ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 4.000E+00 Fy = 6.096E+01 ck_amod = 1.000E+00 Fb = 4.572E+01 4.572E+01 ******************** rp2a_common_local_buckling ******************** D/T = 4.000E+00 ******************** rp2a_common_local_buckling ******************** f_xc = 6.096E+01 f_xe = 4.572E+03 ******************** tube_common_hook_buckling ******************** ******************** code_return_failed ******************** ******************** code_return_check - Ratio = 9999 Eq. 3.2.5-7 ******************** ******************** code_return_cyl_chk - Eq. 3.2.5-7 ******************** ratio = 1.000E+30 ******************** Failed - Eq. 3.2.5-7 ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 2.500E-01 mu = 1.414E+00 ch = 8.000E-01 allow_f_he = 1.219E+04 allow_f_h = 6.096E+01 mini_ring = 1.526E+00 ck_ts_iy_eff = 5.598E-01 ts_space = 1.969E+00 u_stiffner = 2.725E+00 ******************** rp2a_ws_table_3_3_5 ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 4.000E+00 Fy = 6.096E+01 ck_amod = 1.000E+00 Fb = 4.572E+01 4.572E+01 ******************** rp2a_ws_table_3_3_5 ******************** allow_sft = 1.670E+00 allow_sfh = 2.000E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 ******************** rp2a_ws_3_2_5b ******************** allow_sfh = 2.000E+00 fy_mod = 6.096E+01 allow_f_he = 1.219E+04 allow_f_hc = 3.048E+01 Hoop Ratio = 4.232E-04 ******************** code_return_cyl_chk - Sec. 3.2.5 ******************** ratio = 4.232E-04 ******************** rp2a_ws_3_2_1 ******************** ******************** beam_common_amplification ******************** sf = 5.217E-01 F"e = 1.814E-01 1.814E-01 ck_cm = 8.500E-01 8.500E-01 ******************** rp2a_ws_3_2_4 - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 3.657E+01 code_allow_bnd = 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 2.438E+01 2.438E+01 allow_ax = 3.657E+01 3.657E+01 allow_f_hc = 3.048E+01 allow_f_he = 1.219E+04 allow_f_xc(f_cl) = 6.096E+01 allow_f_xe(f_cle) = 4.572E+03 allow_sft = 1.670E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 allow_sfh = 2.000E+00 allow_gamma_mn = 0 allow_f_thrd = 0 allow_f_mhrd = 0 allow_f_h = 6.096E+01 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** rp2a_ws_hcl ******************** ******************** rp2a_ws_3_3_3 ******************** Hyd. Tension Ratio = 8.828E-03 ******************** code_return_cyl_chk - Eq. 3.3.3-1 ******************** ratio = 8.828E-03 ******************** code_return_check - Ratio = 9999 Eq. 3.2.5-7 ******************** ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 9.999E+03 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 3.2.5-7 ******************** ck = 9.999E+03 3.173E-01 info = 9.999E+03 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 9.999E+03 3.173E-01 ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 9.999E+03 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = TT|00001 ******************** ele_lpt_cur/out = LP|00010 100.00 TT|00001 ele_pnt num/2seg/2fat = 3 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00010 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00010 ******************** np = 1 ********** elf ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 2.897E+00 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 2.897E+00 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 3.110E-01 code_strs_hoop = 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+00 2 1.392E+00 1.392E+00 3 1.969E+00 0 4 1.392E+00-1.392E+00 5 0 -1.969E+00 6 -1.392E+00-1.392E+00 7 -1.969E+00 0 8 -1.392E+00 1.392E+00 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is RP2A ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+00 thick = 9.843E-01 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 9.302E+02 9.302E+02 ck_sigma_eu = 3.476E-01 3.476E-01 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 6.096E+01 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.969E+00 lambda H/T, B/T = 4.000E+00 4.000E+00 STIFFNERS ck_ring_extern = False ck_rad_ring = 7.796E-01 seg_seg_ts_exists = True ck_ts_le_o = 1.875E+00 ck_ts_iy_eff = 5.598E-01 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 1.290E-02 ******************** rp2a_ws_beam_allow ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 4.000E+00 Fy = 6.096E+01 ck_amod = 1.000E+00 Fb = 4.572E+01 4.572E+01 ******************** rp2a_common_local_buckling ******************** D/T = 4.000E+00 ******************** rp2a_common_local_buckling ******************** f_xc = 6.096E+01 f_xe = 4.572E+03 ******************** tube_common_hook_buckling ******************** ******************** code_return_failed ******************** ******************** code_return_check - Ratio = 9999 Eq. 3.2.5-7 ******************** ******************** code_return_cyl_chk - Eq. 3.2.5-7 ******************** ratio = 1.000E+30 ******************** Failed - Eq. 3.2.5-7 ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 2.500E-01 mu = 1.414E+00 ch = 8.000E-01 allow_f_he = 1.219E+04 allow_f_h = 6.096E+01 mini_ring = 1.526E+00 ck_ts_iy_eff = 5.598E-01 ts_space = 1.969E+00 u_stiffner = 2.725E+00 ******************** rp2a_ws_table_3_3_5 ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 4.000E+00 Fy = 6.096E+01 ck_amod = 1.000E+00 Fb = 4.572E+01 4.572E+01 ******************** rp2a_ws_table_3_3_5 ******************** allow_sft = 1.670E+00 allow_sfh = 2.000E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 ******************** rp2a_ws_3_2_5b ******************** allow_sfh = 2.000E+00 fy_mod = 6.096E+01 allow_f_he = 1.219E+04 allow_f_hc = 3.048E+01 Hoop Ratio = 4.232E-04 ******************** code_return_cyl_chk - Sec. 3.2.5 ******************** ratio = 4.232E-04 ******************** rp2a_ws_3_2_1 ******************** ******************** beam_common_amplification ******************** sf = 5.217E-01 F"e = 1.814E-01 1.814E-01 ck_cm = 8.500E-01 8.500E-01 ******************** rp2a_ws_3_2_4 - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 3.657E+01 code_allow_bnd = 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 4.572E+01 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 2.438E+01 2.438E+01 allow_ax = 3.657E+01 3.657E+01 allow_f_hc = 3.048E+01 allow_f_he = 1.219E+04 allow_f_xc(f_cl) = 6.096E+01 allow_f_xe(f_cle) = 4.572E+03 allow_sft = 1.670E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 allow_sfh = 2.000E+00 allow_gamma_mn = 0 allow_f_thrd = 0 allow_f_mhrd = 0 allow_f_h = 6.096E+01 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** rp2a_ws_hcl ******************** ******************** rp2a_ws_3_3_3 ******************** Hyd. Tension Ratio = 8.828E-03 ******************** code_return_cyl_chk - Eq. 3.3.3-1 ******************** ratio = 8.828E-03 ******************** code_return_check - Ratio = 9999 Eq. 3.2.5-7 ******************** ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 9.999E+03 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 3.2.5-7 ******************** ck = 9.999E+03 3.173E-01 info = 9.999E+03 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 9.999E+03 3.173E-01 ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 9.999E+03 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** str_pst_rep_scat_end - TT|00001 ******************** pcat_cur = ~TT scat_chk = 9.999E+03 scat_worst = True ******************** auxp_rint_set - TT|00001 ******************** number = 1 str_rint_buf = 9.999E+03 0 0 0 0 0 ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = TUBE|002 ******************** ele_class = ~TUBE ele_map = TUBE|002 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = TUBE|002 ******************** nodes = *A1 *A2 ******************** ele_selected ******************** ******************** ele_loop_report got element - TUBE|002 ******************** nodes = *A1 *A2 class = ~TUBE ******************** str_pst_ele_set ******************** ******************** ele_data_get for TUBE|002 ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = TUBE|002 ******************** ele_class = ~TUBE ele_map = TUBE|002 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_release_dba - action = GET ******************** ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = TUBE|002 ******************** nodes = *A1 *A2 ******************** cls_data_get - getting ~TUBE ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** str_pst_ele_rl_begin ******************** ******************** str_pst_rep_put ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 1 ******************** ele_lpt_code_loop ******************** ******************** Top Of code_set Class ~TUBE Seg 1 ******************** ******************** cls_data_get - already have ~TUBE ******************** ******************** cls_stiffner_code_set ******************** ******************** cls_data_seg_get -class = ~TUBE ******************** segno = 1 seg_name = TUBE seg_type = 1 ******************** code_set_branch -code is RP2A ******************** ck_branch = 3 rep_code_use = 3 rep_use_lrfd = False ck_ok_pres = True ck_do_tube = True ******************** type_seg2name - class = ~TUBE ******************** order = 1 seg_no = 1 ******************** code_set_seg - Type = Tube ******************** seg_name = TUBE Dimensions ========== Dim 3.937E+02 1.969E+00 0 0 0 0 0 0 0 0 0 0 0 0 Reference is N Axis Weight Data =========== seg_wtpft = 1.778E-03 seg_dpft = 0 seg_buoyr = 1.969E+02 seg_dragr = 1.969E+02 seg_appft = 1.969E+02 seg_windr = 1.969E+02 seg_areai = 1.193E+05 seg_areao = 1.217E+05 Section Properties ================== seg_reflect = False sym_y sym_z = True True A iy iz iyz j = 2.423E+03 4.647E+07 4.647E+07 0 9.294E+07 seg_shr_alpha = 2.000E+00 2.000E+00 seg_o_2cen = 0 0 seg_shr_cen = 0 0 seg_2na = 0 0 seg_fat_t = 1.969E+00 seg_dw = 3.937E+02 seg_tw = 1.969E+00 seg_bf = 3.937E+02 seg_tf = 1.969E+00 seg_fecc = 0 seg_cf_a = 0 seg_s_depth = 3.937E+02 seg_rt = 0 0 seg_y_c = 0 0 seg_Iyc = 0 0 seg_p_n = 1.758E+04 seg_m_p = 2.192E+06 2.192E+06 seg_lambda_part = 2.000E+02 2.000E+02 Transverse Stiffners ==================== seg_class_ts = ~RING seg_ts_space = 9.843E+00 seg_ts_num = -7.778E+01 seg_ts_seg_space = 1.969E+00 seg_ts_seg_numb = 5.200E+02 seg_ts_dw = 5.000E-11 seg_ts_tw = 9.843E-01 seg_ts_bf = 4.921E-01 seg_ts_tf = 9.843E-01 seg_ts_fecc = 0 seg_ts_cf_a = 0 seg_ts_depth = 9.843E-01 seg_ts_i_rat = 1.292E+20 seg_ts_w_rat = 2.018E-02 seg_ts_weight = 7.109E-07 seg_ts_leng = 7.730E+00 seg_ts_seg_numb = 5.200E+02 Longitudinal Stiffners ====================== seg_class_ls = ~LONG seg_ls_space = 1.181E+03 seg_ls_num = 9.570E-01 seg_ls_seg_space = 7.730E+00 seg_ls_seg_numb = -7.778E+01 seg_ls_dw = 5.000E-11 seg_ls_tw = 9.843E-01 seg_ls_bf = 4.921E-01 seg_ls_tf = 9.843E-01 seg_ls_fecc = 0 seg_ls_cf_a = 0 seg_ls_depth = 9.843E-01 seg_ls_i_rat = 1.292E+20 seg_ls_w_rat = 2.018E-02 seg_ls_weight = 7.109E-07 seg_ls_leng = 1.024E+03 seg_ls_seg_numb = -7.778E+01 Stress Stuff ============ seg_warp seg_tor_a = 0 0 seg_axi_f2s = 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 seg_hoop_f2s = 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 seg_torb_f2s = 0 0 0 0 0 0 0 0 seg_chk_shr_f2s = 8.255E-04 8.255E-04 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ********** seg_bnd_f2s ********** 1 2 3 4 1 4.236E-06 0 0 0 2 2.995E-06 0 0 -2.995E-06 3 0 0 0 -4.236E-06 4 -2.995E-06 0 0 -2.995E-06 5 -4.236E-06 0 0 0 6 -2.995E-06 0 0 2.995E-06 7 0 0 0 4.236E-06 8 2.995E-06 0 0 2.995E-06 ********** seg_shr_f2s ********** 1 2 1 8.255E-04 0 2 4.086E-04 4.086E-04 3 5.604E-11 8.255E-04 4 4.086E-04 4.086E-04 5 8.255E-04 1.121E-10 6 4.086E-04 4.086E-04 7 1.121E-10 8.255E-04 8 4.086E-04 4.086E-04 ********** seg_torv_f2s ********** 1 2 1 0 2.118E-06 2 1.498E-06 1.498E-06 3 2.118E-06 0 4 1.498E-06-1.498E-06 5 0 -2.118E-06 6 -1.498E-06-1.498E-06 7 -2.118E-06 0 8 -1.498E-06 1.498E-06 ******************** code_return_init - STIFFNER ******************** ******************** code_set_kfac ******************** ******************** code_stiffner_set ******************** ******************** cls_stiffner_props_set ******************** ******************** cls_stiffner_get ******************** Transverse Stiffners ==================== s_seg = 2 dim = 7.874E+00 5.906E+01 2.362E+00 2.362E+00 type = 0 area = 1.525E+02 iy = 5.012E+04 iz = 1.584E+02 fy = 6.096E+01 e = 3.048E+04 weight = 1.119E-04 ******************** cls_stiffner_get ******************** Longitudinal Stiffners ====================== s_seg = 3 dim = 1.969E-01 3.937E-01 0 0 type = 0 area = 7.750E-02 iy = 1.001E-03 iz = 2.503E-04 fy = 6.096E+01 e = 3.048E+04 weight = 5.687E-08 ******************** code_stiffner_long_stf ******************** ******************** DNV 3.6 for Long. Stiff ******************** D/T Web = 2.000E+00 B/T Flange = 0 E/Fy^.5 = 2.236E+01 ***** Rule 3.6.1 Web D/T = 2.00 Max = 30.19 Usage f = 0.07 ***** DNV 3.6.1 = T ***** Rule 3.6.3 Flange D/T = 0.00 Max = 8.94 Usage f = 0.00 ***** DNV 3.6.3 = T ******************** code_stiffner_tran_stf ******************** ******************** AISC WS Table B51 Stems of Tees ******************** sq_fy = 2.694E+00 ******************** aisc_ws_kc ******************** ******************** aisc_set_fraction ******************** lambda = 1.667E+00 lambda_p = 1.000E-10 lambda_r = 4.714E+01 sl_fract = 3.535E-02 Classification = Noncompact ******************** code_set_beam ******************** ******************** code_stiffner_ring_set ******************** ******************** code_stifner_ring_set ******************** ******************** Ring Geometry ******************** Radius = 1.813E+02 Effective Length = 9.843E+00 Area = 1.525E+02 Effective Inertia = 1.090E+04 ******************** Ring Web ******************** Area = 6.696E+01 Inertia = 4.484E+03 Centroid = -1.578E+00 ******************** Ring Plate ******************** Width = 9.843E+00 Area = 1.938E+01 Inertia = 6.257E+00 Centroid = 1.358E+01 ******************** Ring Flange ******************** Area = 9.300E+00 Inertia = 4.325E+00 Centroid = -1.693E+01 Eccentricity = 0 ******************** code_set_seg ******************** rep_use_raleigh = True ck_no_interaction = False Fy = 7.257E+00 Length = 1.024E+03 kfac = 1.000E+00 1.000E+00 Bu Leng = 1.024E+03 1.024E+03 ck_cfb = 1.024E+03 code_b_lambda = 7.391E+00 7.391E+00 1.024E+03 ck_sigma_eu = 5.507E+03 5.507E+03 1.172E+04 H/T, B/T = 2.000E+02 2.000E+02 p_n/(A*Fy) = 1.000E+00 ck_sigma_mp = 9.283E+00 9.283E+00 ck_sigma_aisc_mp = 9.283E+00 9.283E+00 ck_sy = 2.361E+05 ck_x1 = 3.548E+09 ck_x2 = 0 G*J = 1.090E+12 Warping = 0 Trans space, num = 9.843E+00 1.040E+02 Long space, num = 9.843E+00 5.776E+02 ******************** ele_lpt_code_loop - ele_cur = TUBE|002 ******************** ele_lpt_cur/out = LP|00011 0.00 TUBE|002 ele_pnt num/2seg/2fat = 1 1 2 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00011 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00011 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is RP2A ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** rp2a_ws_beam_allow ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_common_local_buckling ******************** D/T = 2.000E+02 ******************** rp2a_common_local_buckling ******************** f_xc = 5.624E+00 f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** rp2a_ws_table_3_3_5 ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_ws_table_3_3_5 ******************** allow_sft = 1.670E+00 allow_sfh = 2.000E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 ******************** rp2a_ws_3_2_5b ******************** allow_sfh = 2.000E+00 fy_mod = 7.257E+00 allow_f_he = 2.438E+02 allow_f_hc = 3.628E+00 Hoop Ratio = 1.778E-01 ******************** code_return_cyl_chk - Sec. 3.2.5 ******************** ratio = 1.778E-01 ******************** rp2a_ws_3_2_1 ******************** ******************** beam_common_amplification ******************** sf = 5.217E-01 F"e = 2.873E+03 2.873E+03 ck_cm = 8.500E-01 8.500E-01 ******************** rp2a_ws_3_2_4 - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 4.354E+00 code_allow_bnd = 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 2.903E+00 2.903E+00 allow_ax = 4.354E+00 4.354E+00 allow_f_hc = 3.628E+00 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 5.624E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 1.670E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 allow_sfh = 2.000E+00 allow_gamma_mn = 0 allow_f_thrd = 0 allow_f_mhrd = 0 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** rp2a_ws_hcl ******************** ******************** rp2a_ws_3_3_3 ******************** Hyd. Tension Ratio = 2.115E-01 ******************** code_return_cyl_chk - Eq. 3.3.3-1 ******************** ratio = 2.115E-01 ******************** code_return_check - Ratio = 0.21 Eq. 3.3.3-1 ******************** ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 0 0 ******************** str_pst_beam_cyl_put - Eq. 3.3.3-1 ******************** ck = 2.115E-01 3.173E-01 info = 2.115E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 2.115E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_scat_store ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = TUBE|002 ******************** ele_lpt_cur/out = LP|00012 50.00 TUBE|002 ele_pnt num/2seg/2fat = 2 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00012 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00012 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is RP2A ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** rp2a_ws_beam_allow ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_common_local_buckling ******************** D/T = 2.000E+02 ******************** rp2a_common_local_buckling ******************** f_xc = 5.624E+00 f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** rp2a_ws_table_3_3_5 ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_ws_table_3_3_5 ******************** allow_sft = 1.670E+00 allow_sfh = 2.000E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 ******************** rp2a_ws_3_2_5b ******************** allow_sfh = 2.000E+00 fy_mod = 7.257E+00 allow_f_he = 2.438E+02 allow_f_hc = 3.628E+00 Hoop Ratio = 1.778E-01 ******************** code_return_cyl_chk - Sec. 3.2.5 ******************** ratio = 1.778E-01 ******************** rp2a_ws_3_2_1 ******************** ******************** beam_common_amplification ******************** sf = 5.217E-01 F"e = 2.873E+03 2.873E+03 ck_cm = 8.500E-01 8.500E-01 ******************** rp2a_ws_3_2_4 - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 4.354E+00 code_allow_bnd = 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 2.903E+00 2.903E+00 allow_ax = 4.354E+00 4.354E+00 allow_f_hc = 3.628E+00 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 5.624E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 1.670E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 allow_sfh = 2.000E+00 allow_gamma_mn = 0 allow_f_thrd = 0 allow_f_mhrd = 0 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** rp2a_ws_hcl ******************** ******************** rp2a_ws_3_3_3 ******************** Hyd. Tension Ratio = 2.115E-01 ******************** code_return_cyl_chk - Eq. 3.3.3-1 ******************** ratio = 2.115E-01 ******************** code_return_check - Ratio = 0.21 Eq. 3.3.3-1 ******************** ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 2.115E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 3.3.3-1 ******************** ck = 2.115E-01 3.173E-01 info = 2.115E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 2.115E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 2.115E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = TUBE|002 ******************** ele_lpt_cur/out = LP|00013 100.00 TUBE|002 ele_pnt num/2seg/2fat = 3 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00013 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00013 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is RP2A ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** rp2a_ws_beam_allow ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_common_local_buckling ******************** D/T = 2.000E+02 ******************** rp2a_common_local_buckling ******************** f_xc = 5.624E+00 f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** rp2a_ws_table_3_3_5 ******************** ******************** rp2a_ws_3_2_3 - Bending Allowable ******************** D/T = 2.000E+02 Fy = 7.257E+00 ck_amod = 1.000E+00 Fb = 5.443E+00 5.443E+00 ******************** rp2a_ws_table_3_3_5 ******************** allow_sft = 1.670E+00 allow_sfh = 2.000E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 ******************** rp2a_ws_3_2_5b ******************** allow_sfh = 2.000E+00 fy_mod = 7.257E+00 allow_f_he = 2.438E+02 allow_f_hc = 3.628E+00 Hoop Ratio = 1.778E-01 ******************** code_return_cyl_chk - Sec. 3.2.5 ******************** ratio = 1.778E-01 ******************** rp2a_ws_3_2_1 ******************** ******************** beam_common_amplification ******************** sf = 5.217E-01 F"e = 2.873E+03 2.873E+03 ck_cm = 8.500E-01 8.500E-01 ******************** rp2a_ws_3_2_4 - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 4.354E+00 code_allow_bnd = 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 5.443E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 2.903E+00 2.903E+00 allow_ax = 4.354E+00 4.354E+00 allow_f_hc = 3.628E+00 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 5.624E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 1.670E+00 allow_sfb = 1.333E+00 allow_sfc = 1.670E+00 allow_sfh = 2.000E+00 allow_gamma_mn = 0 allow_f_thrd = 0 allow_f_mhrd = 0 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** rp2a_ws_hcl ******************** ******************** rp2a_ws_3_3_3 ******************** Hyd. Tension Ratio = 2.115E-01 ******************** code_return_cyl_chk - Eq. 3.3.3-1 ******************** ratio = 2.115E-01 ******************** code_return_check - Ratio = 0.21 Eq. 3.3.3-1 ******************** ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 2.115E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 3.3.3-1 ******************** ck = 2.115E-01 3.173E-01 info = 2.115E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 2.115E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 2.115E-01 3.173E-01 new = 2.115E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** str_pst_rep_scat_end - TUBE|002 ******************** pcat_cur = ~TUBE scat_chk = 2.115E-01 scat_worst = True ******************** auxp_rint_set - TUBE|002 ******************** number = 1 str_rint_buf = 2.115E-01 0 0 0 0 0 ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** str_pst_rep_sum ******************** ******************** str_pst_rep_end ******************** ******************** str_pst_rep_info_ ******************** ******************** str_stp_info_dba, Action = PUT Branch = 1 ******************** str_max_name = TT|00001 input_line <&exec -diag none> input_line ******************** str_pst_beam ******************** ******************** str_pst_parse ******************** ******************** str_pst_case_mult_set ******************** ******************** str_pst_case_fat_ok ******************** ******************** fat_ok ******************** ******************** str_pst_case_fat_ok ******************** fat_fdom = False fat_tdom = False biton = False ******************** str_pst_case_fat_ok ******************** ******************** fat_ok ******************** ******************** str_pst_case_fat_ok ******************** fat_fdom = False fat_tdom = False biton = False ******************** str_pst_case_count_frq_cy_ok ******************** ******************** str_pst_case_fat_ok ******************** ******************** fat_ok ******************** ******************** str_pst_case_fat_ok ******************** fat_fdom = False fat_tdom = False biton = False ******************** str_pst_beam_cyl ******************** ******************** str_pst_rep_init - beginning ******************** item = rep_item_beam class = rep_class_check ******************** str_pst_rep_lim_init ******************** ******************** fil_open_mach ******************** unit = 13 iostat = 0 ******************** str_stp_info_dba, Action = GET Branch = 1 ******************** str_max_name = TT|00001 ******************** str_pst_rep_top_set ******************** ******************** str_pst_rep_begin ******************** ******************** str_pst_rep_hedl2_set ******************** h2_use = 5 ******************** str_pst_rep_init - end ******************** ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = CURT|003 ******************** ele_class = ~CURTIS ele_map = CURT|003 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = CURT|003 ******************** nodes = *A1 *A2 ******************** ele_selected ******************** ******************** ele_loop_report got element - CURT|003 ******************** nodes = *A1 *A2 class = ~CURTIS ******************** str_pst_ele_set ******************** ******************** ele_data_get for CURT|003 ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = CURT|003 ******************** ele_class = ~CURTIS ele_map = CURT|003 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_release_dba - action = GET ******************** ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = CURT|003 ******************** nodes = *A1 *A2 ******************** cls_data_get - getting ~CURTIS ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** str_pst_ele_rl_begin ******************** ******************** str_pst_rep_put ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 1 ******************** ele_lpt_code_loop ******************** ******************** Top Of code_set Class ~CURTIS Seg 1 ******************** ******************** cls_data_get - already have ~CURTIS ******************** ******************** cls_stiffner_code_set ******************** ******************** cls_data_seg_get -class = ~CURTIS ******************** segno = 1 seg_name = TUBE seg_type = 1 ******************** code_set_branch -code is Norw ******************** ck_branch = 1 rep_code_use = 1 rep_use_lrfd = True ck_ok_pres = True ck_do_tube = True ******************** type_seg2name - class = ~CURTIS ******************** order = 1 seg_no = 1 ******************** code_set_seg - Type = Tube ******************** seg_name = TUBE Dimensions ========== Dim 3.937E+02 1.969E+00 0 0 0 0 0 0 0 0 0 0 0 0 Reference is N Axis Weight Data =========== seg_wtpft = 1.778E-03 seg_dpft = 0 seg_buoyr = 1.969E+02 seg_dragr = 1.969E+02 seg_appft = 1.969E+02 seg_windr = 1.969E+02 seg_areai = 1.193E+05 seg_areao = 1.217E+05 Section Properties ================== seg_reflect = False sym_y sym_z = True True A iy iz iyz j = 2.423E+03 4.647E+07 4.647E+07 0 9.294E+07 seg_shr_alpha = 2.000E+00 2.000E+00 seg_o_2cen = 0 0 seg_shr_cen = 0 0 seg_2na = 0 0 seg_fat_t = 1.969E+00 seg_dw = 3.937E+02 seg_tw = 1.969E+00 seg_bf = 3.937E+02 seg_tf = 1.969E+00 seg_fecc = 0 seg_cf_a = 0 seg_s_depth = 3.937E+02 seg_rt = 0 0 seg_y_c = 0 0 seg_Iyc = 0 0 seg_p_n = 1.758E+04 seg_m_p = 2.192E+06 2.192E+06 seg_lambda_part = 2.000E+02 2.000E+02 Transverse Stiffners ==================== seg_class_ts = ~RING seg_ts_space = 9.843E+00 seg_ts_num = -7.778E+01 seg_ts_seg_space = 9.843E+00 seg_ts_seg_numb = 1.040E+02 seg_ts_dw = 2.835E+01 seg_ts_tw = 2.362E+00 seg_ts_bf = 3.937E+00 seg_ts_tf = 2.362E+00 seg_ts_fecc = 0 seg_ts_cf_a = 0 seg_ts_depth = 5.906E+01 seg_ts_i_rat = 5.583E-03 seg_ts_w_rat = 3.799E-01 seg_ts_weight = 1.119E-04 seg_ts_leng = 1.130E+03 seg_ts_seg_numb = 1.040E+02 Stress Stuff ============ seg_warp seg_tor_a = 0 0 seg_axi_f2s = 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 seg_hoop_f2s = 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 seg_torb_f2s = 0 0 0 0 0 0 0 0 seg_chk_shr_f2s = 8.256E-04 8.256E-04 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ********** seg_bnd_f2s ********** 1 2 3 4 1 4.236E-06 0 0 0 2 2.995E-06 0 0 -2.995E-06 3 0 0 0 -4.236E-06 4 -2.995E-06 0 0 -2.995E-06 5 -4.236E-06 0 0 0 6 -2.995E-06 0 0 2.995E-06 7 0 0 0 4.236E-06 8 2.995E-06 0 0 2.995E-06 ********** seg_shr_f2s ********** 1 2 1 8.256E-04 0 2 4.086E-04 4.086E-04 3 5.604E-11 8.256E-04 4 4.086E-04 4.086E-04 5 8.256E-04 1.121E-10 6 4.086E-04 4.086E-04 7 1.121E-10 8.256E-04 8 4.086E-04 4.086E-04 ********** seg_torv_f2s ********** 1 2 1 0 2.118E-06 2 1.498E-06 1.498E-06 3 2.118E-06 0 4 1.498E-06-1.498E-06 5 0 -2.118E-06 6 -1.498E-06-1.498E-06 7 -2.118E-06 0 8 -1.498E-06 1.498E-06 ******************** code_return_init - STIFFNER ******************** ******************** code_set_kfac ******************** ******************** code_stiffner_set ******************** ******************** cls_stiffner_props_set ******************** ******************** cls_stiffner_get ******************** Transverse Stiffners ==================== s_seg = 2 dim = 7.874E+00 5.906E+01 2.362E+00 2.362E+00 type = 0 area = 1.525E+02 iy = 5.012E+04 iz = 1.584E+02 fy = 6.096E+01 e = 3.048E+04 weight = 1.119E-04 ******************** code_stiffner_tran_stf ******************** ******************** DNV 3.6 for Trans. Stiff ******************** D/T Web = 1.200E+01 B/T Flange = 1.667E+00 E/Fy^.5 = 2.236E+01 ***** Rule 3.6.1 Web D/T = 12.00 Max = 30.19 Usage f = 0.40 ***** DNV 3.6.1 = T ***** Rule 3.6.3 Flange D/T = 1.67 Max = 8.94 Usage f = 0.19 ***** DNV 3.6.3 = T ******************** code_set_beam ******************** ******************** code_stiffner_ring_set ******************** ******************** code_stifner_ring_set ******************** ******************** Ring Geometry ******************** Radius = 1.813E+02 Effective Length = 9.843E+00 Area = 1.525E+02 Effective Inertia = 1.090E+04 ******************** Ring Web ******************** Area = 6.696E+01 Inertia = 4.484E+03 Centroid = -1.578E+00 ******************** Ring Plate ******************** Width = 9.843E+00 Area = 1.938E+01 Inertia = 6.257E+00 Centroid = 1.358E+01 ******************** Ring Flange ******************** Area = 9.300E+00 Inertia = 4.325E+00 Centroid = -1.693E+01 Eccentricity = 0 ******************** code_set_seg ******************** rep_use_raleigh = True ck_no_interaction = False Fy = 7.257E+00 Length = 1.024E+03 kfac = 1.000E+00 1.000E+00 Bu Leng = 1.024E+03 1.024E+03 ck_cfb = 1.024E+03 code_b_lambda = 7.391E+00 7.391E+00 1.024E+03 ck_sigma_eu = 5.507E+03 5.507E+03 1.172E+04 H/T, B/T = 2.000E+02 2.000E+02 p_n/(A*Fy) = 1.000E+00 ck_sigma_mp = 9.284E+00 9.284E+00 ck_sigma_aisc_mp = 9.284E+00 9.284E+00 ck_sy = 2.361E+05 ck_x1 = 8.440E+04 ck_x2 = 0 G*J = 1.089E+12 Warping = 0 Trans space, num = 9.843E+00 1.040E+02 Long space, num = 9.843E+00 1.130E+03 ******************** ele_lpt_code_loop - ele_cur = CURT|003 ******************** ele_lpt_cur/out = LP|00001 0.00 CURT|003 ele_pnt num/2seg/2fat = 1 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00001 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00001 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is Norw ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** norsok_beam_allow ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** norsok_6_3_7 ******************** ******************** norsok_get_phi ******************** allow_gamma_mn = 1.150E+00 allow_phi_v = 8.696E-01 allow_phi_t = 8.696E-01 allow_phi_c = 8.696E-01 allow_phi_b = 8.696E-01 allow_phi_h = 8.696E-01 allow_phi_q = 8.696E-01 sigma_csd = 3.173E-01 lambda_c = 2.817E-01 lambda_h = 1.725E-01 lambda_s = 1.368E-02 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.073E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 7.257E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 8.888E-02 rad = 1.001E+00 fact = 9.737E-01 allow_f_clrd = 6.310E+00 allow_f_thrd = 6.144E+00 allow_f_mhrd = 6.835E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.696E-01 F"e = 4.789E+03 4.789E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.310E+00 code_allow_bnd = 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.643E+00 3.643E+00 allow_ax = 6.310E+00 6.310E+00 allow_f_hc = 0 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 1.150E+00 allow_f_thrd = 6.144E+00 allow_f_mhrd = 6.835E+00 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** norsok_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 6.15 ******************** ratio = 1.022E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 7.257E+00 u_hoop = 1.022E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.144E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 6.835E+00 axial ratio = 5.164E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.164E-02 h_c = 5.164E-02 h_ia = 5.164E-02 ******************** code_return_cyl_chk - Eq. 6.42 ******************** ratio = 5.164E-02 ******************** code_return_check - Ratio = 0.10 Eq. 6.15 ******************** ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 0 0 ******************** str_pst_beam_cyl_put - Eq. 6.15 ******************** ck = 1.022E-01 3.173E-01 info = 1.022E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.022E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_scat_store ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = CURT|003 ******************** ele_lpt_cur/out = LP|00002 50.00 CURT|003 ele_pnt num/2seg/2fat = 2 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00002 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00002 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is Norw ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** norsok_beam_allow ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** norsok_6_3_7 ******************** ******************** norsok_get_phi ******************** allow_gamma_mn = 1.150E+00 allow_phi_v = 8.696E-01 allow_phi_t = 8.696E-01 allow_phi_c = 8.696E-01 allow_phi_b = 8.696E-01 allow_phi_h = 8.696E-01 allow_phi_q = 8.696E-01 sigma_csd = 3.173E-01 lambda_c = 2.817E-01 lambda_h = 1.725E-01 lambda_s = 1.368E-02 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.073E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 7.257E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 8.888E-02 rad = 1.001E+00 fact = 9.737E-01 allow_f_clrd = 6.310E+00 allow_f_thrd = 6.144E+00 allow_f_mhrd = 6.835E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.696E-01 F"e = 4.789E+03 4.789E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.310E+00 code_allow_bnd = 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.643E+00 3.643E+00 allow_ax = 6.310E+00 6.310E+00 allow_f_hc = 0 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 1.150E+00 allow_f_thrd = 6.144E+00 allow_f_mhrd = 6.835E+00 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** norsok_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 6.15 ******************** ratio = 1.022E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 7.257E+00 u_hoop = 1.022E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.144E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 6.835E+00 axial ratio = 5.164E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.164E-02 h_c = 5.164E-02 h_ia = 5.164E-02 ******************** code_return_cyl_chk - Eq. 6.42 ******************** ratio = 5.164E-02 ******************** code_return_check - Ratio = 0.10 Eq. 6.15 ******************** ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 1.022E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 6.15 ******************** ck = 1.022E-01 3.173E-01 info = 1.022E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.022E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 1.022E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = CURT|003 ******************** ele_lpt_cur/out = LP|00003 100.00 CURT|003 ele_pnt num/2seg/2fat = 3 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00003 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00003 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is Norw ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** norsok_beam_allow ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** norsok_6_3_7 ******************** ******************** norsok_get_phi ******************** allow_gamma_mn = 1.150E+00 allow_phi_v = 8.696E-01 allow_phi_t = 8.696E-01 allow_phi_c = 8.696E-01 allow_phi_b = 8.696E-01 allow_phi_h = 8.696E-01 allow_phi_q = 8.696E-01 sigma_csd = 3.173E-01 lambda_c = 2.817E-01 lambda_h = 1.725E-01 lambda_s = 1.368E-02 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.073E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 7.257E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 8.888E-02 rad = 1.001E+00 fact = 9.737E-01 allow_f_clrd = 6.310E+00 allow_f_thrd = 6.144E+00 allow_f_mhrd = 6.835E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.696E-01 F"e = 4.789E+03 4.789E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.310E+00 code_allow_bnd = 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.643E+00 3.643E+00 allow_ax = 6.310E+00 6.310E+00 allow_f_hc = 0 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 1.150E+00 allow_f_thrd = 6.144E+00 allow_f_mhrd = 6.835E+00 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** norsok_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 6.15 ******************** ratio = 1.022E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 7.257E+00 u_hoop = 1.022E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.144E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 6.835E+00 axial ratio = 5.164E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.164E-02 h_c = 5.164E-02 h_ia = 5.164E-02 ******************** code_return_cyl_chk - Eq. 6.42 ******************** ratio = 5.164E-02 ******************** code_return_check - Ratio = 0.10 Eq. 6.15 ******************** ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 1.022E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 6.15 ******************** ck = 1.022E-01 3.173E-01 info = 1.022E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.022E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 1.022E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** str_pst_rep_scat_end - CURT|003 ******************** pcat_cur = ~CURTIS scat_chk = 1.022E-01 scat_worst = True ******************** auxp_rint_set - CURT|003 ******************** number = 1 str_rint_buf = 1.022E-01 0 0 0 0 0 ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = DOG|0004 ******************** ele_class = ~DOG ele_map = DOG|0004 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = DOG|0004 ******************** nodes = *A1 *A2 ******************** ele_selected ******************** ******************** ele_loop_report got element - DOG|0004 ******************** nodes = *A1 *A2 class = ~DOG ******************** str_pst_ele_set ******************** ******************** ele_data_get for DOG|0004 ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = DOG|0004 ******************** ele_class = ~DOG ele_map = DOG|0004 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_release_dba - action = GET ******************** ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = DOG|0004 ******************** nodes = *A1 *A2 ******************** cls_data_get - getting ~DOG ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** str_pst_ele_rl_begin ******************** ******************** str_pst_rep_put ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 1 ******************** ele_lpt_code_loop ******************** ******************** Top Of code_set Class ~DOG Seg 1 ******************** ******************** cls_data_get - already have ~DOG ******************** ******************** cls_stiffner_code_set ******************** ******************** cls_data_seg_get -class = ~DOG ******************** segno = 1 seg_name = TUBE seg_type = 1 ******************** code_set_branch -code is Norw ******************** ck_branch = 1 rep_code_use = 1 rep_use_lrfd = True ck_ok_pres = True ck_do_tube = True ******************** type_seg2name - class = ~DOG ******************** order = 1 seg_no = 1 ******************** code_set_seg - Type = Tube ******************** seg_name = TUBE Dimensions ========== Dim 3.937E+02 1.969E+00 0 0 0 0 0 0 0 0 0 0 0 0 Reference is N Axis Weight Data =========== seg_wtpft = 1.778E-03 seg_dpft = 0 seg_buoyr = 1.969E+02 seg_dragr = 1.969E+02 seg_appft = 1.969E+02 seg_windr = 1.969E+02 seg_areai = 1.193E+05 seg_areao = 1.217E+05 Section Properties ================== seg_reflect = False sym_y sym_z = True True A iy iz iyz j = 2.423E+03 4.647E+07 4.647E+07 0 9.294E+07 seg_shr_alpha = 2.000E+00 2.000E+00 seg_o_2cen = 0 0 seg_shr_cen = 0 0 seg_2na = 0 0 seg_fat_t = 1.969E+00 seg_dw = 3.937E+02 seg_tw = 1.969E+00 seg_bf = 3.937E+02 seg_tf = 1.969E+00 seg_fecc = 0 seg_cf_a = 0 seg_s_depth = 3.937E+02 seg_rt = 0 0 seg_y_c = 0 0 seg_Iyc = 0 0 seg_p_n = 1.758E+04 seg_m_p = 2.192E+06 2.192E+06 seg_lambda_part = 2.000E+02 2.000E+02 Stress Stuff ============ seg_warp seg_tor_a = 0 0 seg_axi_f2s = 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 seg_hoop_f2s = 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 seg_torb_f2s = 0 0 0 0 0 0 0 0 seg_chk_shr_f2s = 8.256E-04 8.256E-04 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ********** seg_bnd_f2s ********** 1 2 3 4 1 4.236E-06 0 0 0 2 2.995E-06 0 0 -2.995E-06 3 0 0 0 -4.236E-06 4 -2.995E-06 0 0 -2.995E-06 5 -4.236E-06 0 0 0 6 -2.995E-06 0 0 2.995E-06 7 0 0 0 4.236E-06 8 2.995E-06 0 0 2.995E-06 ********** seg_shr_f2s ********** 1 2 1 8.256E-04 0 2 4.086E-04 4.086E-04 3 5.604E-11 8.256E-04 4 4.086E-04 4.086E-04 5 8.256E-04 1.121E-10 6 4.086E-04 4.086E-04 7 1.121E-10 8.256E-04 8 4.086E-04 4.086E-04 ********** seg_torv_f2s ********** 1 2 1 0 2.118E-06 2 1.498E-06 1.498E-06 3 2.118E-06 0 4 1.498E-06-1.498E-06 5 0 -2.118E-06 6 -1.498E-06-1.498E-06 7 -2.118E-06 0 8 -1.498E-06 1.498E-06 ******************** code_return_init - STIFFNER ******************** ******************** code_set_kfac ******************** ******************** code_stiffner_set ******************** ******************** cls_stiffner_props_set ******************** ******************** code_set_beam ******************** ******************** code_set_seg ******************** rep_use_raleigh = True ck_no_interaction = False Fy = 7.257E+00 Length = 1.024E+03 kfac = 1.000E+00 1.000E+00 Bu Leng = 1.024E+03 1.024E+03 ck_cfb = 1.024E+03 code_b_lambda = 7.391E+00 7.391E+00 1.024E+03 ck_sigma_eu = 5.507E+03 5.507E+03 1.172E+04 H/T, B/T = 2.000E+02 2.000E+02 p_n/(A*Fy) = 1.000E+00 ck_sigma_mp = 9.284E+00 9.284E+00 ck_sigma_aisc_mp = 9.284E+00 9.284E+00 ck_sy = 2.361E+05 ck_x1 = 8.440E+04 ck_x2 = 0 G*J = 1.089E+12 Warping = 0 Trans space, num = 1.024E+03-7.778E+01 Long space, num = 1.024E+03 1.231E+03 ******************** ele_lpt_code_loop - ele_cur = DOG|0004 ******************** ele_lpt_cur/out = LP|00004 0.00 DOG|0004 ele_pnt num/2seg/2fat = 1 1 2 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00004 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00004 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is Norw ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.024E+03 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = False STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** norsok_beam_allow ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.200E+01 ch = 1.433E-02 allow_f_he = 4.367E+00 allow_f_h = 4.146E+00 mini_ring = 2.842E+03 ck_ts_iy_eff = 0 ts_space = 1.024E+03 u_stiffner = 0 ******************** norsok_6_3_7 ******************** ******************** norsok_get_phi ******************** allow_gamma_mn = 1.150E+00 allow_phi_v = 8.696E-01 allow_phi_t = 8.696E-01 allow_phi_c = 8.696E-01 allow_phi_b = 8.696E-01 allow_phi_h = 8.696E-01 allow_phi_q = 8.696E-01 sigma_csd = 3.173E-01 lambda_c = 2.817E-01 lambda_h = 1.289E+00 lambda_s = 4.351E-02 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.073E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 4.146E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 1.556E-01 rad = 1.002E+00 fact = 9.544E-01 allow_f_clrd = 6.310E+00 allow_f_thrd = 6.023E+00 allow_f_mhrd = 6.700E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.696E-01 F"e = 4.789E+03 4.789E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.310E+00 code_allow_bnd = 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.643E+00 3.643E+00 allow_ax = 6.310E+00 6.310E+00 allow_f_hc = 0 allow_f_he = 4.367E+00 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 1.150E+00 allow_f_thrd = 6.023E+00 allow_f_mhrd = 6.700E+00 allow_f_h = 4.146E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** norsok_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 6.15 ******************** ratio = 1.789E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 4.146E+00 u_hoop = 1.789E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.023E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 6.700E+00 axial ratio = 5.268E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.268E-02 h_c = 5.268E-02 h_ia = 5.268E-02 ******************** code_return_cyl_chk - Eq. 6.42 ******************** ratio = 5.268E-02 ******************** code_return_check - Ratio = 0.18 Eq. 6.15 ******************** ******************** str_pst_rep_check ******************** ck = 1.789E-01 3.173E-01 new = 0 0 ******************** str_pst_beam_cyl_put - Eq. 6.15 ******************** ck = 1.789E-01 3.173E-01 info = 1.789E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.789E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.789E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_check ******************** ck = 1.789E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_scat_store ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = DOG|0004 ******************** ele_lpt_cur/out = LP|00005 50.00 DOG|0004 ele_pnt num/2seg/2fat = 2 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00005 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00005 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is Norw ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.024E+03 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = False STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** norsok_beam_allow ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.200E+01 ch = 1.433E-02 allow_f_he = 4.367E+00 allow_f_h = 4.146E+00 mini_ring = 2.842E+03 ck_ts_iy_eff = 0 ts_space = 1.024E+03 u_stiffner = 0 ******************** norsok_6_3_7 ******************** ******************** norsok_get_phi ******************** allow_gamma_mn = 1.150E+00 allow_phi_v = 8.696E-01 allow_phi_t = 8.696E-01 allow_phi_c = 8.696E-01 allow_phi_b = 8.696E-01 allow_phi_h = 8.696E-01 allow_phi_q = 8.696E-01 sigma_csd = 3.173E-01 lambda_c = 2.817E-01 lambda_h = 1.289E+00 lambda_s = 4.351E-02 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.073E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 4.146E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 1.556E-01 rad = 1.002E+00 fact = 9.544E-01 allow_f_clrd = 6.310E+00 allow_f_thrd = 6.023E+00 allow_f_mhrd = 6.700E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.696E-01 F"e = 4.789E+03 4.789E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.310E+00 code_allow_bnd = 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.643E+00 3.643E+00 allow_ax = 6.310E+00 6.310E+00 allow_f_hc = 0 allow_f_he = 4.367E+00 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 1.150E+00 allow_f_thrd = 6.023E+00 allow_f_mhrd = 6.700E+00 allow_f_h = 4.146E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** norsok_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 6.15 ******************** ratio = 1.789E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 4.146E+00 u_hoop = 1.789E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.023E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 6.700E+00 axial ratio = 5.268E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.268E-02 h_c = 5.268E-02 h_ia = 5.268E-02 ******************** code_return_cyl_chk - Eq. 6.42 ******************** ratio = 5.268E-02 ******************** code_return_check - Ratio = 0.18 Eq. 6.15 ******************** ******************** str_pst_rep_check ******************** ck = 1.789E-01 3.173E-01 new = 1.789E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 6.15 ******************** ck = 1.789E-01 3.173E-01 info = 1.789E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.789E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.789E-01 3.173E-01 new = 1.789E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = DOG|0004 ******************** ele_lpt_cur/out = LP|00006 100.00 DOG|0004 ele_pnt num/2seg/2fat = 3 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00006 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00006 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is Norw ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.024E+03 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = False STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** norsok_beam_allow ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.200E+01 ch = 1.433E-02 allow_f_he = 4.367E+00 allow_f_h = 4.146E+00 mini_ring = 2.842E+03 ck_ts_iy_eff = 0 ts_space = 1.024E+03 u_stiffner = 0 ******************** norsok_6_3_7 ******************** ******************** norsok_get_phi ******************** allow_gamma_mn = 1.150E+00 allow_phi_v = 8.696E-01 allow_phi_t = 8.696E-01 allow_phi_c = 8.696E-01 allow_phi_b = 8.696E-01 allow_phi_h = 8.696E-01 allow_phi_q = 8.696E-01 sigma_csd = 3.173E-01 lambda_c = 2.817E-01 lambda_h = 1.289E+00 lambda_s = 4.351E-02 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.073E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 4.146E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 1.556E-01 rad = 1.002E+00 fact = 9.544E-01 allow_f_clrd = 6.310E+00 allow_f_thrd = 6.023E+00 allow_f_mhrd = 6.700E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.696E-01 F"e = 4.789E+03 4.789E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.310E+00 code_allow_bnd = 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 8.073E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.643E+00 3.643E+00 allow_ax = 6.310E+00 6.310E+00 allow_f_hc = 0 allow_f_he = 4.367E+00 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 1.150E+00 allow_f_thrd = 6.023E+00 allow_f_mhrd = 6.700E+00 allow_f_h = 4.146E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** norsok_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 6.15 ******************** ratio = 1.789E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 4.146E+00 u_hoop = 1.789E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.023E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 6.700E+00 axial ratio = 5.268E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.268E-02 h_c = 5.268E-02 h_ia = 5.268E-02 ******************** code_return_cyl_chk - Eq. 6.42 ******************** ratio = 5.268E-02 ******************** code_return_check - Ratio = 0.18 Eq. 6.15 ******************** ******************** str_pst_rep_check ******************** ck = 1.789E-01 3.173E-01 new = 1.789E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 6.15 ******************** ck = 1.789E-01 3.173E-01 info = 1.789E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.789E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.789E-01 3.173E-01 new = 1.789E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** str_pst_rep_scat_end - DOG|0004 ******************** pcat_cur = ~DOG scat_chk = 1.789E-01 scat_worst = True ******************** auxp_rint_set - DOG|0004 ******************** number = 1 str_rint_buf = 1.789E-01 0 0 0 0 0 ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = REST|005 ******************** ele_class = ~REST ele_map = $$$$$$$$ ele_part = GROUND ele_type = 502 ele_lpt_num = 1 ele_numn = 1 ele_next = 1 ele_nfe = 0 ele_face_num = 0 ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = TT|00001 ******************** ele_class = ~TT ele_map = TT|00001 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = TT|00001 ******************** nodes = *A1 *A2 ******************** ele_selected ******************** ******************** ele_loop_report got element - TT|00001 ******************** nodes = *A1 *A2 class = ~TT ******************** str_pst_ele_set ******************** ******************** ele_data_get for TT|00001 ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = TT|00001 ******************** ele_class = ~TT ele_map = TT|00001 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_release_dba - action = GET ******************** ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = TT|00001 ******************** nodes = *A1 *A2 ******************** cls_data_get - getting ~TT ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** str_pst_ele_rl_begin ******************** ******************** str_pst_rep_put ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 1 ******************** ele_lpt_code_loop ******************** ******************** Top Of code_set Class ~TT Seg 1 ******************** ******************** cls_data_get - already have ~TT ******************** ******************** cls_stiffner_code_set ******************** ******************** cls_data_seg_get -class = ~TT ******************** segno = 1 seg_name = TUBE seg_type = 1 ******************** code_set_branch -code is Norw ******************** ck_branch = 1 rep_code_use = 1 rep_use_lrfd = True ck_ok_pres = True ck_do_tube = True ******************** type_seg2name - class = ~TT ******************** order = 1 seg_no = 1 ******************** code_set_seg - Type = Tube ******************** seg_name = TUBE Dimensions ========== Dim 3.937E+00 9.843E-01 0 0 0 0 0 0 0 0 0 0 0 0 Reference is N Axis Weight Data =========== seg_wtpft = 6.700E-06 seg_dpft = 0 seg_buoyr = 1.969E+00 seg_dragr = 1.969E+00 seg_appft = 1.969E+00 seg_windr = 1.969E+00 seg_areai = 3.043E+00 seg_areao = 1.217E+01 Section Properties ================== seg_reflect = False sym_y sym_z = True True A iy iz iyz j = 9.130E+00 1.106E+01 1.106E+01 0 2.211E+01 seg_shr_alpha = 1.867E+00 1.867E+00 seg_o_2cen = 0 0 seg_shr_cen = 0 0 seg_2na = 0 0 seg_fat_t = 9.843E-01 seg_dw = 3.937E+00 seg_tw = 9.843E-01 seg_bf = 3.937E+00 seg_tf = 9.843E-01 seg_fecc = 0 seg_cf_a = 0 seg_s_depth = 3.937E+00 seg_rt = 0 0 seg_y_c = 0 0 seg_Iyc = 0 2.706E+01 seg_p_n = 5.566E+02 seg_m_p = 5.423E+02 5.423E+02 seg_lambda_part = 4.000E+00 4.000E+00 Transverse Stiffners ==================== seg_class_ts = ~RING2 seg_ts_space = 1.969E+00 seg_ts_num = -7.778E+01 seg_ts_seg_space = 1.024E+03 seg_ts_seg_numb = -7.778E+01 seg_ts_dw = 2.835E+01 seg_ts_tw = 2.362E+00 seg_ts_bf = 3.937E+00 seg_ts_tf = 2.362E+00 seg_ts_fecc = 0 seg_ts_cf_a = 0 seg_ts_depth = 5.906E+01 seg_ts_i_rat = 5.583E-03 seg_ts_w_rat = 3.799E-01 seg_ts_weight = 1.119E-04 seg_ts_leng = 1.130E+03 seg_ts_seg_numb = -7.778E+01 Stress Stuff ============ seg_warp seg_tor_a = 0 0 seg_axi_f2s = 1.095E-01 1.095E-01 1.095E-01 1.095E-01 1.095E-01 1.095E-01 1.095E-01 1.095E-01 seg_hoop_f2s = 2.000E+00 2.000E+00 2.000E+00 2.000E+00 2.000E+00 2.000E+00 2.000E+00 2.000E+00 seg_torb_f2s = 0 0 0 0 0 0 0 0 seg_chk_shr_f2s = 2.044E-01 2.044E-01 ********** seg_pts ********** 1 2 1 0 1.969E+00 2 1.392E+00 1.392E+00 3 1.969E+00 0 4 1.392E+00-1.392E+00 5 0 -1.969E+00 6 -1.392E+00-1.392E+00 7 -1.969E+00 0 8 -1.392E+00 1.392E+00 ********** seg_bnd_f2s ********** 1 2 3 4 1 1.780E-01 0 0 0 2 1.259E-01 0 0 -1.259E-01 3 0 0 0 -1.780E-01 4 -1.259E-01 0 0 -1.259E-01 5 -1.780E-01 0 0 0 6 -1.259E-01 0 0 1.259E-01 7 0 0 0 1.780E-01 8 1.259E-01 0 0 1.259E-01 ********** seg_shr_f2s ********** 1 2 1 2.044E-01 0 2 5.841E-02 5.841E-02 3 7.188E-09 2.044E-01 4 5.841E-02 5.841E-02 5 2.044E-01 2.156E-08 6 5.841E-02 5.841E-02 7 2.156E-08 2.044E-01 8 5.841E-02 5.841E-02 ********** seg_torv_f2s ********** 1 2 1 0 8.902E-02 2 6.295E-02 6.295E-02 3 8.902E-02 0 4 6.295E-02-6.295E-02 5 0 -8.902E-02 6 -6.295E-02-6.295E-02 7 -8.902E-02 0 8 -6.295E-02 6.295E-02 ******************** code_return_init - STIFFNER ******************** ******************** code_set_kfac ******************** ******************** code_stiffner_set ******************** ******************** cls_stiffner_props_set ******************** ******************** cls_stiffner_get ******************** Transverse Stiffners ==================== s_seg = 2 dim = 9.843E-01 9.843E-01 9.843E-01 9.843E-01 type = 0 area = 9.688E-01 iy = 7.821E-02 iz = 7.821E-02 fy = 6.096E+01 e = 3.048E+04 weight = 7.109E-07 ******************** code_stiffner_tran_stf ******************** ******************** DNV 3.6 for Trans. Stiff ******************** D/T Web = 5.080E-11 B/T Flange = 5.000E-01 E/Fy^.5 = 2.236E+01 ***** Rule 3.6.1 Web D/T = 0.00 Max = 30.19 Usage f = 0.00 ***** DNV 3.6.1 = T ***** Rule 3.6.3 Flange D/T = 0.50 Max = 8.94 Usage f = 0.06 ***** DNV 3.6.3 = T ******************** code_set_beam ******************** ******************** code_stiffner_ring_set ******************** ******************** code_stifner_ring_set ******************** ******************** Ring Geometry ******************** Radius = 7.801E-01 Effective Length = 1.881E+00 Area = 9.688E-01 Effective Inertia = 5.604E-01 ******************** Ring Web ******************** Area = 4.921E-11 Inertia = 0 Centroid = -2.880E-01 ******************** Ring Plate ******************** Width = 1.881E+00 Area = 1.851E+00 Inertia = 1.494E-01 Centroid = 2.042E-01 ******************** Ring Flange ******************** Area = 4.844E-01 Inertia = 3.910E-02 Centroid = -7.801E-01 Eccentricity = 0 ******************** code_set_seg ******************** rep_use_raleigh = True ck_no_interaction = False Fy = 6.096E+01 Length = 1.024E+03 kfac = 1.000E+00 1.000E+00 Bu Leng = 1.024E+03 1.024E+03 ck_cfb = 1.024E+03 code_b_lambda = 9.302E+02 9.302E+02 1.024E+03 ck_sigma_eu = 3.476E-01 3.476E-01 1.172E+04 H/T, B/T = 4.000E+00 4.000E+00 p_n/(A*Fy) = 1.000E+00 ck_sigma_mp = 9.656E+01 9.656E+01 ck_sigma_aisc_mp = 9.144E+01 9.144E+01 ck_sy = 5.617E+00 ck_x1 = 2.527E+00 ck_x2 = 0 G*J = 2.592E+05 Warping = 0 Trans space, num = 1.969E+00 5.200E+02 Long space, num = 1.969E+00 7.730E+00 ******************** ele_lpt_code_loop - ele_cur = TT|00001 ******************** ele_lpt_cur/out = LP|00008 0.00 TT|00001 ele_pnt num/2seg/2fat = 1 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00008 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00008 ******************** np = 1 ********** elf ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 2.897E+00 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 2.897E+00 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 3.110E-01 code_strs_hoop = 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+00 2 1.392E+00 1.392E+00 3 1.969E+00 0 4 1.392E+00-1.392E+00 5 0 -1.969E+00 6 -1.392E+00-1.392E+00 7 -1.969E+00 0 8 -1.392E+00 1.392E+00 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is Norw ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+00 thick = 9.843E-01 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 9.302E+02 9.302E+02 ck_sigma_eu = 3.476E-01 3.476E-01 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 6.096E+01 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.969E+00 lambda H/T, B/T = 4.000E+00 4.000E+00 STIFFNERS ck_ring_extern = False ck_rad_ring = 7.801E-01 seg_seg_ts_exists = True ck_ts_le_o = 1.881E+00 ck_ts_iy_eff = 5.604E-01 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 1.290E-02 ******************** norsok_beam_allow ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 4.000E+00 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 1.333E-02 allow_f_xc = 6.096E+01 allow_f_xe = 4.572E+03 ******************** tube_common_hook_buckling ******************** ******************** code_return_failed ******************** ******************** code_return_check - Ratio = 9999 Sec. 6.3.6.2 ******************** ******************** code_return_cyl_chk - Sec. 6.3.6.2 ******************** ratio = 1.000E+30 ******************** Failed - Sec. 6.3.6.2 ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 2.500E-01 mu = 1.414E+00 ch = 8.000E-01 allow_f_he = 1.219E+04 allow_f_h = 6.096E+01 mini_ring = 1.526E+00 ck_ts_iy_eff = 5.604E-01 ts_space = 1.969E+00 u_stiffner = 2.722E+00 ******************** norsok_6_3_7 ******************** ******************** norsok_get_phi ******************** allow_gamma_mn = 1.150E+00 allow_phi_v = 8.696E-01 allow_phi_t = 8.696E-01 allow_phi_c = 8.696E-01 allow_phi_b = 8.696E-01 allow_phi_h = 8.696E-01 allow_phi_q = 8.696E-01 sigma_csd = 3.173E-01 lambda_c = 1.155E-01 lambda_h = 7.071E-02 lambda_s = 6.010E-04 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 4.000E+00 mult = 1.000E+00 branches = 2.461E+01 4.921E+01 3.281E+02 Branch = 1 Fb = 8.397E+01 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 1.290E-02 allow_f_h = 6.096E+01 fcl = 6.096E+01 fy = 6.096E+01 eta = 4.999E+00 b = 2.116E-04 rad = 1.000E+00 fact = 9.999E-01 allow_f_clrd = 5.301E+01 allow_f_thrd = 5.300E+01 allow_f_mhrd = 7.301E+01 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.696E-01 F"e = 3.023E-01 3.023E-01 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 5.301E+01 code_allow_bnd = 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.060E+01 3.060E+01 allow_ax = 5.301E+01 5.301E+01 allow_f_hc = 0 allow_f_he = 1.219E+04 allow_f_xc(f_cl) = 6.096E+01 allow_f_xe(f_cle) = 4.572E+03 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 1.150E+00 allow_f_thrd = 5.300E+01 allow_f_mhrd = 7.301E+01 allow_f_h = 6.096E+01 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** norsok_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 6.15 ******************** ratio = 2.434E-04 ******************** tube_common_hcl ******************** code_strs_hoop_max = 1.290E-02 allow_f_h = 6.096E+01 u_hoop = 2.434E-04 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 5.300E+01 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 7.301E+01 axial ratio = 5.986E-03 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.986E-03 h_c = 5.986E-03 h_ia = 5.986E-03 ******************** code_return_cyl_chk - Eq. 6.42 ******************** ratio = 5.986E-03 ******************** code_return_check - Ratio = 9999 Sec. 6.3.6.2 ******************** ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 0 0 ******************** str_pst_beam_cyl_put - Sec. 6.3.6.2 ******************** ck = 9.999E+03 3.173E-01 info = 9.999E+03 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 9.999E+03 3.173E-01 ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 0 0 ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 0 0 ******************** str_pst_rep_scat_store ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = TT|00001 ******************** ele_lpt_cur/out = LP|00009 50.00 TT|00001 ele_pnt num/2seg/2fat = 2 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00009 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00009 ******************** np = 1 ********** elf ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 2.897E+00 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 2.897E+00 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 3.110E-01 code_strs_hoop = 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+00 2 1.392E+00 1.392E+00 3 1.969E+00 0 4 1.392E+00-1.392E+00 5 0 -1.969E+00 6 -1.392E+00-1.392E+00 7 -1.969E+00 0 8 -1.392E+00 1.392E+00 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is Norw ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+00 thick = 9.843E-01 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 9.302E+02 9.302E+02 ck_sigma_eu = 3.476E-01 3.476E-01 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 6.096E+01 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.969E+00 lambda H/T, B/T = 4.000E+00 4.000E+00 STIFFNERS ck_ring_extern = False ck_rad_ring = 7.801E-01 seg_seg_ts_exists = True ck_ts_le_o = 1.881E+00 ck_ts_iy_eff = 5.604E-01 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 1.290E-02 ******************** norsok_beam_allow ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 4.000E+00 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 1.333E-02 allow_f_xc = 6.096E+01 allow_f_xe = 4.572E+03 ******************** tube_common_hook_buckling ******************** ******************** code_return_failed ******************** ******************** code_return_check - Ratio = 9999 Sec. 6.3.6.2 ******************** ******************** code_return_cyl_chk - Sec. 6.3.6.2 ******************** ratio = 1.000E+30 ******************** Failed - Sec. 6.3.6.2 ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 2.500E-01 mu = 1.414E+00 ch = 8.000E-01 allow_f_he = 1.219E+04 allow_f_h = 6.096E+01 mini_ring = 1.526E+00 ck_ts_iy_eff = 5.604E-01 ts_space = 1.969E+00 u_stiffner = 2.722E+00 ******************** norsok_6_3_7 ******************** ******************** norsok_get_phi ******************** allow_gamma_mn = 1.150E+00 allow_phi_v = 8.696E-01 allow_phi_t = 8.696E-01 allow_phi_c = 8.696E-01 allow_phi_b = 8.696E-01 allow_phi_h = 8.696E-01 allow_phi_q = 8.696E-01 sigma_csd = 3.173E-01 lambda_c = 1.155E-01 lambda_h = 7.071E-02 lambda_s = 6.010E-04 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 4.000E+00 mult = 1.000E+00 branches = 2.461E+01 4.921E+01 3.281E+02 Branch = 1 Fb = 8.397E+01 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 1.290E-02 allow_f_h = 6.096E+01 fcl = 6.096E+01 fy = 6.096E+01 eta = 4.999E+00 b = 2.116E-04 rad = 1.000E+00 fact = 9.999E-01 allow_f_clrd = 5.301E+01 allow_f_thrd = 5.300E+01 allow_f_mhrd = 7.301E+01 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.696E-01 F"e = 3.023E-01 3.023E-01 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 5.301E+01 code_allow_bnd = 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.060E+01 3.060E+01 allow_ax = 5.301E+01 5.301E+01 allow_f_hc = 0 allow_f_he = 1.219E+04 allow_f_xc(f_cl) = 6.096E+01 allow_f_xe(f_cle) = 4.572E+03 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 1.150E+00 allow_f_thrd = 5.300E+01 allow_f_mhrd = 7.301E+01 allow_f_h = 6.096E+01 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** norsok_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 6.15 ******************** ratio = 2.434E-04 ******************** tube_common_hcl ******************** code_strs_hoop_max = 1.290E-02 allow_f_h = 6.096E+01 u_hoop = 2.434E-04 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 5.300E+01 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 7.301E+01 axial ratio = 5.986E-03 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.986E-03 h_c = 5.986E-03 h_ia = 5.986E-03 ******************** code_return_cyl_chk - Eq. 6.42 ******************** ratio = 5.986E-03 ******************** code_return_check - Ratio = 9999 Sec. 6.3.6.2 ******************** ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 9.999E+03 3.173E-01 ******************** str_pst_beam_cyl_put - Sec. 6.3.6.2 ******************** ck = 9.999E+03 3.173E-01 info = 9.999E+03 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 9.999E+03 3.173E-01 ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 9.999E+03 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = TT|00001 ******************** ele_lpt_cur/out = LP|00010 100.00 TT|00001 ele_pnt num/2seg/2fat = 3 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00010 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00010 ******************** np = 1 ********** elf ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 2.897E+00 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 2.897E+00 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 3.110E-01 code_strs_hoop = 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+00 2 1.392E+00 1.392E+00 3 1.969E+00 0 4 1.392E+00-1.392E+00 5 0 -1.969E+00 6 -1.392E+00-1.392E+00 7 -1.969E+00 0 8 -1.392E+00 1.392E+00 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is Norw ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+00 thick = 9.843E-01 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 9.302E+02 9.302E+02 ck_sigma_eu = 3.476E-01 3.476E-01 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 6.096E+01 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.969E+00 lambda H/T, B/T = 4.000E+00 4.000E+00 STIFFNERS ck_ring_extern = False ck_rad_ring = 7.801E-01 seg_seg_ts_exists = True ck_ts_le_o = 1.881E+00 ck_ts_iy_eff = 5.604E-01 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 1.290E-02 ******************** norsok_beam_allow ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 4.000E+00 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 1.333E-02 allow_f_xc = 6.096E+01 allow_f_xe = 4.572E+03 ******************** tube_common_hook_buckling ******************** ******************** code_return_failed ******************** ******************** code_return_check - Ratio = 9999 Sec. 6.3.6.2 ******************** ******************** code_return_cyl_chk - Sec. 6.3.6.2 ******************** ratio = 1.000E+30 ******************** Failed - Sec. 6.3.6.2 ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 2.500E-01 mu = 1.414E+00 ch = 8.000E-01 allow_f_he = 1.219E+04 allow_f_h = 6.096E+01 mini_ring = 1.526E+00 ck_ts_iy_eff = 5.604E-01 ts_space = 1.969E+00 u_stiffner = 2.722E+00 ******************** norsok_6_3_7 ******************** ******************** norsok_get_phi ******************** allow_gamma_mn = 1.150E+00 allow_phi_v = 8.696E-01 allow_phi_t = 8.696E-01 allow_phi_c = 8.696E-01 allow_phi_b = 8.696E-01 allow_phi_h = 8.696E-01 allow_phi_q = 8.696E-01 sigma_csd = 3.173E-01 lambda_c = 1.155E-01 lambda_h = 7.071E-02 lambda_s = 6.010E-04 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 4.000E+00 mult = 1.000E+00 branches = 2.461E+01 4.921E+01 3.281E+02 Branch = 1 Fb = 8.397E+01 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 1.290E-02 allow_f_h = 6.096E+01 fcl = 6.096E+01 fy = 6.096E+01 eta = 4.999E+00 b = 2.116E-04 rad = 1.000E+00 fact = 9.999E-01 allow_f_clrd = 5.301E+01 allow_f_thrd = 5.300E+01 allow_f_mhrd = 7.301E+01 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.696E-01 F"e = 3.023E-01 3.023E-01 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 5.301E+01 code_allow_bnd = 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 8.397E+01 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.060E+01 3.060E+01 allow_ax = 5.301E+01 5.301E+01 allow_f_hc = 0 allow_f_he = 1.219E+04 allow_f_xc(f_cl) = 6.096E+01 allow_f_xe(f_cle) = 4.572E+03 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 1.150E+00 allow_f_thrd = 5.300E+01 allow_f_mhrd = 7.301E+01 allow_f_h = 6.096E+01 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** norsok_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 6.15 ******************** ratio = 2.434E-04 ******************** tube_common_hcl ******************** code_strs_hoop_max = 1.290E-02 allow_f_h = 6.096E+01 u_hoop = 2.434E-04 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 5.300E+01 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 7.301E+01 axial ratio = 5.986E-03 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.986E-03 h_c = 5.986E-03 h_ia = 5.986E-03 ******************** code_return_cyl_chk - Eq. 6.42 ******************** ratio = 5.986E-03 ******************** code_return_check - Ratio = 9999 Sec. 6.3.6.2 ******************** ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 9.999E+03 3.173E-01 ******************** str_pst_beam_cyl_put - Sec. 6.3.6.2 ******************** ck = 9.999E+03 3.173E-01 info = 9.999E+03 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 9.999E+03 3.173E-01 ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 9.999E+03 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** str_pst_rep_scat_end - TT|00001 ******************** pcat_cur = ~TT scat_chk = 9.999E+03 scat_worst = True ******************** auxp_rint_set - TT|00001 ******************** number = 1 str_rint_buf = 9.999E+03 0 0 0 0 0 ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = TUBE|002 ******************** ele_class = ~TUBE ele_map = TUBE|002 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = TUBE|002 ******************** nodes = *A1 *A2 ******************** ele_selected ******************** ******************** ele_loop_report got element - TUBE|002 ******************** nodes = *A1 *A2 class = ~TUBE ******************** str_pst_ele_set ******************** ******************** ele_data_get for TUBE|002 ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = TUBE|002 ******************** ele_class = ~TUBE ele_map = TUBE|002 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_release_dba - action = GET ******************** ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = TUBE|002 ******************** nodes = *A1 *A2 ******************** cls_data_get - getting ~TUBE ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** str_pst_ele_rl_begin ******************** ******************** str_pst_rep_put ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 1 ******************** ele_lpt_code_loop ******************** ******************** Top Of code_set Class ~TUBE Seg 1 ******************** ******************** cls_data_get - already have ~TUBE ******************** ******************** cls_stiffner_code_set ******************** ******************** cls_data_seg_get -class = ~TUBE ******************** segno = 1 seg_name = TUBE seg_type = 1 ******************** code_set_branch -code is Norw ******************** ck_branch = 1 rep_code_use = 1 rep_use_lrfd = True ck_ok_pres = True ck_do_tube = True ******************** type_seg2name - class = ~TUBE ******************** order = 1 seg_no = 1 ******************** code_set_seg - Type = Tube ******************** seg_name = TUBE Dimensions ========== Dim 3.937E+02 1.969E+00 0 0 0 0 0 0 0 0 0 0 0 0 Reference is N Axis Weight Data =========== seg_wtpft = 1.778E-03 seg_dpft = 0 seg_buoyr = 1.969E+02 seg_dragr = 1.969E+02 seg_appft = 1.969E+02 seg_windr = 1.969E+02 seg_areai = 1.193E+05 seg_areao = 1.217E+05 Section Properties ================== seg_reflect = False sym_y sym_z = True True A iy iz iyz j = 2.423E+03 4.647E+07 4.647E+07 0 9.294E+07 seg_shr_alpha = 2.000E+00 2.000E+00 seg_o_2cen = 0 0 seg_shr_cen = 0 0 seg_2na = 0 0 seg_fat_t = 1.969E+00 seg_dw = 3.937E+02 seg_tw = 1.969E+00 seg_bf = 3.937E+02 seg_tf = 1.969E+00 seg_fecc = 0 seg_cf_a = 0 seg_s_depth = 3.937E+02 seg_rt = 0 0 seg_y_c = 0 0 seg_Iyc = 0 0 seg_p_n = 1.758E+04 seg_m_p = 2.192E+06 2.192E+06 seg_lambda_part = 2.000E+02 2.000E+02 Transverse Stiffners ==================== seg_class_ts = ~RING seg_ts_space = 9.843E+00 seg_ts_num = -7.778E+01 seg_ts_seg_space = 1.969E+00 seg_ts_seg_numb = 5.200E+02 seg_ts_dw = 5.000E-11 seg_ts_tw = 9.843E-01 seg_ts_bf = 4.921E-01 seg_ts_tf = 9.843E-01 seg_ts_fecc = 0 seg_ts_cf_a = 0 seg_ts_depth = 9.843E-01 seg_ts_i_rat = 1.292E+20 seg_ts_w_rat = 2.018E-02 seg_ts_weight = 7.109E-07 seg_ts_leng = 7.730E+00 seg_ts_seg_numb = 5.200E+02 Longitudinal Stiffners ====================== seg_class_ls = ~LONG seg_ls_space = 1.181E+03 seg_ls_num = 9.570E-01 seg_ls_seg_space = 7.730E+00 seg_ls_seg_numb = -7.778E+01 seg_ls_dw = 5.000E-11 seg_ls_tw = 9.843E-01 seg_ls_bf = 4.921E-01 seg_ls_tf = 9.843E-01 seg_ls_fecc = 0 seg_ls_cf_a = 0 seg_ls_depth = 9.843E-01 seg_ls_i_rat = 1.292E+20 seg_ls_w_rat = 2.018E-02 seg_ls_weight = 7.109E-07 seg_ls_leng = 1.024E+03 seg_ls_seg_numb = -7.778E+01 Stress Stuff ============ seg_warp seg_tor_a = 0 0 seg_axi_f2s = 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 seg_hoop_f2s = 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 seg_torb_f2s = 0 0 0 0 0 0 0 0 seg_chk_shr_f2s = 8.255E-04 8.255E-04 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ********** seg_bnd_f2s ********** 1 2 3 4 1 4.236E-06 0 0 0 2 2.995E-06 0 0 -2.995E-06 3 0 0 0 -4.236E-06 4 -2.995E-06 0 0 -2.995E-06 5 -4.236E-06 0 0 0 6 -2.995E-06 0 0 2.995E-06 7 0 0 0 4.236E-06 8 2.995E-06 0 0 2.995E-06 ********** seg_shr_f2s ********** 1 2 1 8.255E-04 0 2 4.086E-04 4.086E-04 3 5.604E-11 8.255E-04 4 4.086E-04 4.086E-04 5 8.255E-04 1.121E-10 6 4.086E-04 4.086E-04 7 1.121E-10 8.255E-04 8 4.086E-04 4.086E-04 ********** seg_torv_f2s ********** 1 2 1 0 2.118E-06 2 1.498E-06 1.498E-06 3 2.118E-06 0 4 1.498E-06-1.498E-06 5 0 -2.118E-06 6 -1.498E-06-1.498E-06 7 -2.118E-06 0 8 -1.498E-06 1.498E-06 ******************** code_return_init - STIFFNER ******************** ******************** code_set_kfac ******************** ******************** code_stiffner_set ******************** ******************** cls_stiffner_props_set ******************** ******************** cls_stiffner_get ******************** Transverse Stiffners ==================== s_seg = 2 dim = 7.874E+00 5.906E+01 2.362E+00 2.362E+00 type = 0 area = 1.525E+02 iy = 5.012E+04 iz = 1.584E+02 fy = 6.096E+01 e = 3.048E+04 weight = 1.119E-04 ******************** cls_stiffner_get ******************** Longitudinal Stiffners ====================== s_seg = 3 dim = 1.969E-01 3.937E-01 0 0 type = 0 area = 7.750E-02 iy = 1.001E-03 iz = 2.503E-04 fy = 6.096E+01 e = 3.048E+04 weight = 5.687E-08 ******************** code_stiffner_long_stf ******************** ******************** DNV 3.6 for Long. Stiff ******************** D/T Web = 2.000E+00 B/T Flange = 0 E/Fy^.5 = 2.236E+01 ***** Rule 3.6.1 Web D/T = 2.00 Max = 30.19 Usage f = 0.07 ***** DNV 3.6.1 = T ***** Rule 3.6.3 Flange D/T = 0.00 Max = 8.94 Usage f = 0.00 ***** DNV 3.6.3 = T ******************** code_stiffner_tran_stf ******************** ******************** DNV 3.6 for Trans. Stiff ******************** D/T Web = 1.200E+01 B/T Flange = 1.667E+00 E/Fy^.5 = 2.236E+01 ***** Rule 3.6.1 Web D/T = 12.00 Max = 30.19 Usage f = 0.40 ***** DNV 3.6.1 = T ***** Rule 3.6.3 Flange D/T = 1.67 Max = 8.94 Usage f = 0.19 ***** DNV 3.6.3 = T ******************** code_set_beam ******************** ******************** code_stiffner_ring_set ******************** ******************** code_stifner_ring_set ******************** ******************** Ring Geometry ******************** Radius = 1.813E+02 Effective Length = 9.843E+00 Area = 1.525E+02 Effective Inertia = 1.090E+04 ******************** Ring Web ******************** Area = 6.696E+01 Inertia = 4.484E+03 Centroid = -1.578E+00 ******************** Ring Plate ******************** Width = 9.843E+00 Area = 1.938E+01 Inertia = 6.257E+00 Centroid = 1.358E+01 ******************** Ring Flange ******************** Area = 9.300E+00 Inertia = 4.325E+00 Centroid = -1.693E+01 Eccentricity = 0 ******************** code_set_seg ******************** rep_use_raleigh = True ck_no_interaction = False Fy = 7.257E+00 Length = 1.024E+03 kfac = 1.000E+00 1.000E+00 Bu Leng = 1.024E+03 1.024E+03 ck_cfb = 1.024E+03 code_b_lambda = 7.391E+00 7.391E+00 1.024E+03 ck_sigma_eu = 5.507E+03 5.507E+03 1.172E+04 H/T, B/T = 2.000E+02 2.000E+02 p_n/(A*Fy) = 1.000E+00 ck_sigma_mp = 9.283E+00 9.283E+00 ck_sigma_aisc_mp = 9.283E+00 9.283E+00 ck_sy = 2.361E+05 ck_x1 = 3.548E+09 ck_x2 = 0 G*J = 1.090E+12 Warping = 0 Trans space, num = 9.843E+00 1.040E+02 Long space, num = 9.843E+00 5.776E+02 ******************** ele_lpt_code_loop - ele_cur = TUBE|002 ******************** ele_lpt_cur/out = LP|00011 0.00 TUBE|002 ele_pnt num/2seg/2fat = 1 1 2 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00011 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00011 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is Norw ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** norsok_beam_allow ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** norsok_6_3_7 ******************** ******************** norsok_get_phi ******************** allow_gamma_mn = 1.150E+00 allow_phi_v = 8.696E-01 allow_phi_t = 8.696E-01 allow_phi_c = 8.696E-01 allow_phi_b = 8.696E-01 allow_phi_h = 8.696E-01 allow_phi_q = 8.696E-01 sigma_csd = 3.173E-01 lambda_c = 2.817E-01 lambda_h = 1.725E-01 lambda_s = 1.368E-02 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.072E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 7.257E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 8.888E-02 rad = 1.001E+00 fact = 9.737E-01 allow_f_clrd = 6.310E+00 allow_f_thrd = 6.144E+00 allow_f_mhrd = 6.835E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.696E-01 F"e = 4.789E+03 4.789E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.310E+00 code_allow_bnd = 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.643E+00 3.643E+00 allow_ax = 6.310E+00 6.310E+00 allow_f_hc = 0 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 1.150E+00 allow_f_thrd = 6.144E+00 allow_f_mhrd = 6.835E+00 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** norsok_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 6.15 ******************** ratio = 1.022E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 7.257E+00 u_hoop = 1.022E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.144E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 6.835E+00 axial ratio = 5.164E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.164E-02 h_c = 5.164E-02 h_ia = 5.164E-02 ******************** code_return_cyl_chk - Eq. 6.42 ******************** ratio = 5.164E-02 ******************** code_return_check - Ratio = 0.10 Eq. 6.15 ******************** ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 0 0 ******************** str_pst_beam_cyl_put - Eq. 6.15 ******************** ck = 1.022E-01 3.173E-01 info = 1.022E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.022E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_scat_store ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = TUBE|002 ******************** ele_lpt_cur/out = LP|00012 50.00 TUBE|002 ele_pnt num/2seg/2fat = 2 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00012 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00012 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is Norw ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** norsok_beam_allow ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** norsok_6_3_7 ******************** ******************** norsok_get_phi ******************** allow_gamma_mn = 1.150E+00 allow_phi_v = 8.696E-01 allow_phi_t = 8.696E-01 allow_phi_c = 8.696E-01 allow_phi_b = 8.696E-01 allow_phi_h = 8.696E-01 allow_phi_q = 8.696E-01 sigma_csd = 3.173E-01 lambda_c = 2.817E-01 lambda_h = 1.725E-01 lambda_s = 1.368E-02 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.072E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 7.257E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 8.888E-02 rad = 1.001E+00 fact = 9.737E-01 allow_f_clrd = 6.310E+00 allow_f_thrd = 6.144E+00 allow_f_mhrd = 6.835E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.696E-01 F"e = 4.789E+03 4.789E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.310E+00 code_allow_bnd = 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.643E+00 3.643E+00 allow_ax = 6.310E+00 6.310E+00 allow_f_hc = 0 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 1.150E+00 allow_f_thrd = 6.144E+00 allow_f_mhrd = 6.835E+00 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** norsok_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 6.15 ******************** ratio = 1.022E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 7.257E+00 u_hoop = 1.022E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.144E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 6.835E+00 axial ratio = 5.164E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.164E-02 h_c = 5.164E-02 h_ia = 5.164E-02 ******************** code_return_cyl_chk - Eq. 6.42 ******************** ratio = 5.164E-02 ******************** code_return_check - Ratio = 0.10 Eq. 6.15 ******************** ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 1.022E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 6.15 ******************** ck = 1.022E-01 3.173E-01 info = 1.022E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.022E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 1.022E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = TUBE|002 ******************** ele_lpt_cur/out = LP|00013 100.00 TUBE|002 ele_pnt num/2seg/2fat = 3 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00013 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00013 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is Norw ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** norsok_beam_allow ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** norsok_6_3_7 ******************** ******************** norsok_get_phi ******************** allow_gamma_mn = 1.150E+00 allow_phi_v = 8.696E-01 allow_phi_t = 8.696E-01 allow_phi_c = 8.696E-01 allow_phi_b = 8.696E-01 allow_phi_h = 8.696E-01 allow_phi_q = 8.696E-01 sigma_csd = 3.173E-01 lambda_c = 2.817E-01 lambda_h = 1.725E-01 lambda_s = 1.368E-02 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.072E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 7.257E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 8.888E-02 rad = 1.001E+00 fact = 9.737E-01 allow_f_clrd = 6.310E+00 allow_f_thrd = 6.144E+00 allow_f_mhrd = 6.835E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.696E-01 F"e = 4.789E+03 4.789E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.310E+00 code_allow_bnd = 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 8.072E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.643E+00 3.643E+00 allow_ax = 6.310E+00 6.310E+00 allow_f_hc = 0 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 1.150E+00 allow_f_thrd = 6.144E+00 allow_f_mhrd = 6.835E+00 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** norsok_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 6.15 ******************** ratio = 1.022E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 7.257E+00 u_hoop = 1.022E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.144E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 6.835E+00 axial ratio = 5.164E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.164E-02 h_c = 5.164E-02 h_ia = 5.164E-02 ******************** code_return_cyl_chk - Eq. 6.42 ******************** ratio = 5.164E-02 ******************** code_return_check - Ratio = 0.10 Eq. 6.15 ******************** ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 1.022E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 6.15 ******************** ck = 1.022E-01 3.173E-01 info = 1.022E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.022E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.022E-01 3.173E-01 new = 1.022E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** str_pst_rep_scat_end - TUBE|002 ******************** pcat_cur = ~TUBE scat_chk = 1.022E-01 scat_worst = True ******************** auxp_rint_set - TUBE|002 ******************** number = 1 str_rint_buf = 1.022E-01 0 0 0 0 0 ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** str_pst_rep_sum ******************** ******************** str_pst_rep_end ******************** ******************** str_pst_rep_info_ ******************** ******************** str_stp_info_dba, Action = PUT Branch = 1 ******************** str_max_name = TT|00001 input_line <&exec -diag none> input_line ******************** str_pst_beam ******************** ******************** str_pst_parse ******************** ******************** str_pst_case_mult_set ******************** ******************** str_pst_case_fat_ok ******************** ******************** fat_ok ******************** ******************** str_pst_case_fat_ok ******************** fat_fdom = False fat_tdom = False biton = False ******************** str_pst_case_fat_ok ******************** ******************** fat_ok ******************** ******************** str_pst_case_fat_ok ******************** fat_fdom = False fat_tdom = False biton = False ******************** str_pst_case_count_frq_cy_ok ******************** ******************** str_pst_case_fat_ok ******************** ******************** fat_ok ******************** ******************** str_pst_case_fat_ok ******************** fat_fdom = False fat_tdom = False biton = False ******************** str_pst_beam_cyl ******************** ******************** str_pst_rep_init - beginning ******************** item = rep_item_beam class = rep_class_check ******************** str_pst_rep_lim_init ******************** ******************** fil_open_mach ******************** unit = 13 iostat = 0 ******************** str_stp_info_dba, Action = GET Branch = 1 ******************** str_max_name = TT|00001 ******************** str_pst_rep_top_set ******************** ******************** str_pst_rep_begin ******************** ******************** str_pst_rep_hedl2_set ******************** h2_use = 5 ******************** str_pst_rep_init - end ******************** ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = CURT|003 ******************** ele_class = ~CURTIS ele_map = CURT|003 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = CURT|003 ******************** nodes = *A1 *A2 ******************** ele_selected ******************** ******************** ele_loop_report got element - CURT|003 ******************** nodes = *A1 *A2 class = ~CURTIS ******************** str_pst_ele_set ******************** ******************** ele_data_get for CURT|003 ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = CURT|003 ******************** ele_class = ~CURTIS ele_map = CURT|003 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_release_dba - action = GET ******************** ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = CURT|003 ******************** nodes = *A1 *A2 ******************** cls_data_get - getting ~CURTIS ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** str_pst_ele_rl_begin ******************** ******************** str_pst_rep_put ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 1 ******************** ele_lpt_code_loop ******************** ******************** Top Of code_set Class ~CURTIS Seg 1 ******************** ******************** cls_data_get - already have ~CURTIS ******************** ******************** cls_stiffner_code_set ******************** ******************** cls_data_seg_get -class = ~CURTIS ******************** segno = 1 seg_name = TUBE seg_type = 1 ******************** code_set_branch -code is ISO ******************** ck_branch = 2 rep_code_use = 2 rep_use_lrfd = True ck_ok_pres = True ck_do_tube = True ******************** type_seg2name - class = ~CURTIS ******************** order = 1 seg_no = 1 ******************** code_set_seg - Type = Tube ******************** seg_name = TUBE Dimensions ========== Dim 3.937E+02 1.969E+00 0 0 0 0 0 0 0 0 0 0 0 0 Reference is N Axis Weight Data =========== seg_wtpft = 1.778E-03 seg_dpft = 0 seg_buoyr = 1.969E+02 seg_dragr = 1.969E+02 seg_appft = 1.969E+02 seg_windr = 1.969E+02 seg_areai = 1.193E+05 seg_areao = 1.217E+05 Section Properties ================== seg_reflect = False sym_y sym_z = True True A iy iz iyz j = 2.423E+03 4.647E+07 4.647E+07 0 9.294E+07 seg_shr_alpha = 2.000E+00 2.000E+00 seg_o_2cen = 0 0 seg_shr_cen = 0 0 seg_2na = 0 0 seg_fat_t = 1.969E+00 seg_dw = 3.937E+02 seg_tw = 1.969E+00 seg_bf = 3.937E+02 seg_tf = 1.969E+00 seg_fecc = 0 seg_cf_a = 0 seg_s_depth = 3.937E+02 seg_rt = 0 0 seg_y_c = 0 0 seg_Iyc = 0 0 seg_p_n = 1.758E+04 seg_m_p = 2.192E+06 2.192E+06 seg_lambda_part = 2.000E+02 2.000E+02 Transverse Stiffners ==================== seg_class_ts = ~RING seg_ts_space = 9.843E+00 seg_ts_num = -7.778E+01 seg_ts_seg_space = 9.843E+00 seg_ts_seg_numb = 1.040E+02 seg_ts_dw = 2.835E+01 seg_ts_tw = 2.362E+00 seg_ts_bf = 3.937E+00 seg_ts_tf = 2.362E+00 seg_ts_fecc = 0 seg_ts_cf_a = 0 seg_ts_depth = 5.906E+01 seg_ts_i_rat = 5.583E-03 seg_ts_w_rat = 3.799E-01 seg_ts_weight = 1.119E-04 seg_ts_leng = 1.130E+03 seg_ts_seg_numb = 1.040E+02 Stress Stuff ============ seg_warp seg_tor_a = 0 0 seg_axi_f2s = 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 seg_hoop_f2s = 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 seg_torb_f2s = 0 0 0 0 0 0 0 0 seg_chk_shr_f2s = 8.256E-04 8.256E-04 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ********** seg_bnd_f2s ********** 1 2 3 4 1 4.236E-06 0 0 0 2 2.995E-06 0 0 -2.995E-06 3 0 0 0 -4.236E-06 4 -2.995E-06 0 0 -2.995E-06 5 -4.236E-06 0 0 0 6 -2.995E-06 0 0 2.995E-06 7 0 0 0 4.236E-06 8 2.995E-06 0 0 2.995E-06 ********** seg_shr_f2s ********** 1 2 1 8.256E-04 0 2 4.086E-04 4.086E-04 3 5.604E-11 8.256E-04 4 4.086E-04 4.086E-04 5 8.256E-04 1.121E-10 6 4.086E-04 4.086E-04 7 1.121E-10 8.256E-04 8 4.086E-04 4.086E-04 ********** seg_torv_f2s ********** 1 2 1 0 2.118E-06 2 1.498E-06 1.498E-06 3 2.118E-06 0 4 1.498E-06-1.498E-06 5 0 -2.118E-06 6 -1.498E-06-1.498E-06 7 -2.118E-06 0 8 -1.498E-06 1.498E-06 ******************** code_return_init - STIFFNER ******************** ******************** code_set_kfac ******************** ******************** code_stiffner_set ******************** ******************** cls_stiffner_props_set ******************** ******************** cls_stiffner_get ******************** Transverse Stiffners ==================== s_seg = 2 dim = 7.874E+00 5.906E+01 2.362E+00 2.362E+00 type = 0 area = 1.525E+02 iy = 5.012E+04 iz = 1.584E+02 fy = 6.096E+01 e = 3.048E+04 weight = 1.119E-04 ******************** code_stiffner_tran_stf ******************** ******************** code_set_beam ******************** ******************** code_stiffner_ring_set ******************** ******************** code_stifner_ring_set ******************** ******************** Ring Geometry ******************** Radius = 1.813E+02 Effective Length = 9.843E+00 Area = 1.525E+02 Effective Inertia = 1.090E+04 ******************** Ring Web ******************** Area = 6.696E+01 Inertia = 4.484E+03 Centroid = -1.578E+00 ******************** Ring Plate ******************** Width = 9.843E+00 Area = 1.938E+01 Inertia = 6.257E+00 Centroid = 1.358E+01 ******************** Ring Flange ******************** Area = 9.300E+00 Inertia = 4.325E+00 Centroid = -1.693E+01 Eccentricity = 0 ******************** code_set_seg ******************** rep_use_raleigh = True ck_no_interaction = False Fy = 7.257E+00 Length = 1.024E+03 kfac = 1.000E+00 1.000E+00 Bu Leng = 1.024E+03 1.024E+03 ck_cfb = 1.024E+03 code_b_lambda = 7.391E+00 7.391E+00 1.024E+03 ck_sigma_eu = 5.507E+03 5.507E+03 1.172E+04 H/T, B/T = 2.000E+02 2.000E+02 p_n/(A*Fy) = 1.000E+00 ck_sigma_mp = 9.284E+00 9.284E+00 ck_sigma_aisc_mp = 9.284E+00 9.284E+00 ck_sy = 2.361E+05 ck_x1 = 8.440E+04 ck_x2 = 0 G*J = 1.089E+12 Warping = 0 Trans space, num = 9.843E+00 1.040E+02 Long space, num = 9.843E+00 1.130E+03 ******************** ele_lpt_code_loop - ele_cur = CURT|003 ******************** ele_lpt_cur/out = LP|00001 0.00 CURT|003 ele_pnt num/2seg/2fat = 1 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00001 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00001 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is ISO ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** iso_beam_chk ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** iso_get_phi ******************** allow_phi_v = 9.524E-01 allow_phi_t = 9.524E-01 allow_phi_b = 9.524E-01 allow_phi_c = 8.475E-01 allow_phi_h = 8.000E-01 allow_phi_q = 9.524E-01 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.842E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 7.257E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 8.888E-02 rad = 1.001E+00 fact = 9.737E-01 allow_f_clrd = 6.150E+00 allow_f_thrd = 6.729E+00 allow_f_mhrd = 8.199E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.475E-01 F"e = 4.667E+03 4.667E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.911E+00 code_allow_bnd = 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.990E+00 3.990E+00 allow_ax = 6.911E+00 6.911E+00 allow_f_hc = 0 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 0 allow_f_thrd = 6.729E+00 allow_f_mhrd = 8.199E+00 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** iso_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 13.2-18 ******************** ratio = 1.111E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 7.257E+00 u_hoop = 1.111E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.729E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 8.199E+00 axial ratio = 4.715E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 4.715E-02 h_c = 4.715E-02 h_ia = 4.715E-02 ******************** code_return_cyl_chk - Eq. 13.4-7 ******************** ratio = 4.715E-02 ******************** code_return_check - Ratio = 0.11 Eq. 13.2-18 ******************** ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 0 0 ******************** str_pst_beam_cyl_put - Eq. 13.2-18 ******************** ck = 1.111E-01 3.173E-01 info = 1.111E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.111E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_scat_store ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = CURT|003 ******************** ele_lpt_cur/out = LP|00002 50.00 CURT|003 ele_pnt num/2seg/2fat = 2 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00002 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00002 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is ISO ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** iso_beam_chk ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** iso_get_phi ******************** allow_phi_v = 9.524E-01 allow_phi_t = 9.524E-01 allow_phi_b = 9.524E-01 allow_phi_c = 8.475E-01 allow_phi_h = 8.000E-01 allow_phi_q = 9.524E-01 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.842E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 7.257E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 8.888E-02 rad = 1.001E+00 fact = 9.737E-01 allow_f_clrd = 6.150E+00 allow_f_thrd = 6.729E+00 allow_f_mhrd = 8.199E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.475E-01 F"e = 4.667E+03 4.667E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.911E+00 code_allow_bnd = 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.990E+00 3.990E+00 allow_ax = 6.911E+00 6.911E+00 allow_f_hc = 0 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 0 allow_f_thrd = 6.729E+00 allow_f_mhrd = 8.199E+00 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** iso_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 13.2-18 ******************** ratio = 1.111E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 7.257E+00 u_hoop = 1.111E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.729E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 8.199E+00 axial ratio = 4.715E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 4.715E-02 h_c = 4.715E-02 h_ia = 4.715E-02 ******************** code_return_cyl_chk - Eq. 13.4-7 ******************** ratio = 4.715E-02 ******************** code_return_check - Ratio = 0.11 Eq. 13.2-18 ******************** ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 1.111E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 13.2-18 ******************** ck = 1.111E-01 3.173E-01 info = 1.111E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.111E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 1.111E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = CURT|003 ******************** ele_lpt_cur/out = LP|00003 100.00 CURT|003 ele_pnt num/2seg/2fat = 3 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00003 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00003 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is ISO ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** iso_beam_chk ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** iso_get_phi ******************** allow_phi_v = 9.524E-01 allow_phi_t = 9.524E-01 allow_phi_b = 9.524E-01 allow_phi_c = 8.475E-01 allow_phi_h = 8.000E-01 allow_phi_q = 9.524E-01 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.842E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 7.257E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 8.888E-02 rad = 1.001E+00 fact = 9.737E-01 allow_f_clrd = 6.150E+00 allow_f_thrd = 6.729E+00 allow_f_mhrd = 8.199E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.475E-01 F"e = 4.667E+03 4.667E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.911E+00 code_allow_bnd = 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.990E+00 3.990E+00 allow_ax = 6.911E+00 6.911E+00 allow_f_hc = 0 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 0 allow_f_thrd = 6.729E+00 allow_f_mhrd = 8.199E+00 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** iso_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 13.2-18 ******************** ratio = 1.111E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 7.257E+00 u_hoop = 1.111E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.729E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 8.199E+00 axial ratio = 4.715E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 4.715E-02 h_c = 4.715E-02 h_ia = 4.715E-02 ******************** code_return_cyl_chk - Eq. 13.4-7 ******************** ratio = 4.715E-02 ******************** code_return_check - Ratio = 0.11 Eq. 13.2-18 ******************** ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 1.111E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 13.2-18 ******************** ck = 1.111E-01 3.173E-01 info = 1.111E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.111E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 1.111E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** str_pst_rep_scat_end - CURT|003 ******************** pcat_cur = ~CURTIS scat_chk = 1.111E-01 scat_worst = True ******************** auxp_rint_set - CURT|003 ******************** number = 1 str_rint_buf = 1.111E-01 0 0 0 0 0 ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = DOG|0004 ******************** ele_class = ~DOG ele_map = DOG|0004 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = DOG|0004 ******************** nodes = *A1 *A2 ******************** ele_selected ******************** ******************** ele_loop_report got element - DOG|0004 ******************** nodes = *A1 *A2 class = ~DOG ******************** str_pst_ele_set ******************** ******************** ele_data_get for DOG|0004 ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = DOG|0004 ******************** ele_class = ~DOG ele_map = DOG|0004 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_release_dba - action = GET ******************** ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = DOG|0004 ******************** nodes = *A1 *A2 ******************** cls_data_get - getting ~DOG ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** str_pst_ele_rl_begin ******************** ******************** str_pst_rep_put ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 1 ******************** ele_lpt_code_loop ******************** ******************** Top Of code_set Class ~DOG Seg 1 ******************** ******************** cls_data_get - already have ~DOG ******************** ******************** cls_stiffner_code_set ******************** ******************** cls_data_seg_get -class = ~DOG ******************** segno = 1 seg_name = TUBE seg_type = 1 ******************** code_set_branch -code is ISO ******************** ck_branch = 2 rep_code_use = 2 rep_use_lrfd = True ck_ok_pres = True ck_do_tube = True ******************** type_seg2name - class = ~DOG ******************** order = 1 seg_no = 1 ******************** code_set_seg - Type = Tube ******************** seg_name = TUBE Dimensions ========== Dim 3.937E+02 1.969E+00 0 0 0 0 0 0 0 0 0 0 0 0 Reference is N Axis Weight Data =========== seg_wtpft = 1.778E-03 seg_dpft = 0 seg_buoyr = 1.969E+02 seg_dragr = 1.969E+02 seg_appft = 1.969E+02 seg_windr = 1.969E+02 seg_areai = 1.193E+05 seg_areao = 1.217E+05 Section Properties ================== seg_reflect = False sym_y sym_z = True True A iy iz iyz j = 2.423E+03 4.647E+07 4.647E+07 0 9.294E+07 seg_shr_alpha = 2.000E+00 2.000E+00 seg_o_2cen = 0 0 seg_shr_cen = 0 0 seg_2na = 0 0 seg_fat_t = 1.969E+00 seg_dw = 3.937E+02 seg_tw = 1.969E+00 seg_bf = 3.937E+02 seg_tf = 1.969E+00 seg_fecc = 0 seg_cf_a = 0 seg_s_depth = 3.937E+02 seg_rt = 0 0 seg_y_c = 0 0 seg_Iyc = 0 0 seg_p_n = 1.758E+04 seg_m_p = 2.192E+06 2.192E+06 seg_lambda_part = 2.000E+02 2.000E+02 Stress Stuff ============ seg_warp seg_tor_a = 0 0 seg_axi_f2s = 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 seg_hoop_f2s = 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 seg_torb_f2s = 0 0 0 0 0 0 0 0 seg_chk_shr_f2s = 8.256E-04 8.256E-04 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ********** seg_bnd_f2s ********** 1 2 3 4 1 4.236E-06 0 0 0 2 2.995E-06 0 0 -2.995E-06 3 0 0 0 -4.236E-06 4 -2.995E-06 0 0 -2.995E-06 5 -4.236E-06 0 0 0 6 -2.995E-06 0 0 2.995E-06 7 0 0 0 4.236E-06 8 2.995E-06 0 0 2.995E-06 ********** seg_shr_f2s ********** 1 2 1 8.256E-04 0 2 4.086E-04 4.086E-04 3 5.604E-11 8.256E-04 4 4.086E-04 4.086E-04 5 8.256E-04 1.121E-10 6 4.086E-04 4.086E-04 7 1.121E-10 8.256E-04 8 4.086E-04 4.086E-04 ********** seg_torv_f2s ********** 1 2 1 0 2.118E-06 2 1.498E-06 1.498E-06 3 2.118E-06 0 4 1.498E-06-1.498E-06 5 0 -2.118E-06 6 -1.498E-06-1.498E-06 7 -2.118E-06 0 8 -1.498E-06 1.498E-06 ******************** code_return_init - STIFFNER ******************** ******************** code_set_kfac ******************** ******************** code_stiffner_set ******************** ******************** cls_stiffner_props_set ******************** ******************** code_set_beam ******************** ******************** code_set_seg ******************** rep_use_raleigh = True ck_no_interaction = False Fy = 7.257E+00 Length = 1.024E+03 kfac = 1.000E+00 1.000E+00 Bu Leng = 1.024E+03 1.024E+03 ck_cfb = 1.024E+03 code_b_lambda = 7.391E+00 7.391E+00 1.024E+03 ck_sigma_eu = 5.507E+03 5.507E+03 1.172E+04 H/T, B/T = 2.000E+02 2.000E+02 p_n/(A*Fy) = 1.000E+00 ck_sigma_mp = 9.284E+00 9.284E+00 ck_sigma_aisc_mp = 9.284E+00 9.284E+00 ck_sy = 2.361E+05 ck_x1 = 8.440E+04 ck_x2 = 0 G*J = 1.089E+12 Warping = 0 Trans space, num = 1.024E+03-7.778E+01 Long space, num = 1.024E+03 1.231E+03 ******************** ele_lpt_code_loop - ele_cur = DOG|0004 ******************** ele_lpt_cur/out = LP|00004 0.00 DOG|0004 ele_pnt num/2seg/2fat = 1 1 2 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00004 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00004 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is ISO ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.024E+03 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = False STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** iso_beam_chk ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.200E+01 ch = 1.433E-02 allow_f_he = 4.367E+00 allow_f_h = 4.146E+00 mini_ring = 2.842E+03 ck_ts_iy_eff = 0 ts_space = 1.024E+03 u_stiffner = 0 ******************** iso_get_phi ******************** allow_phi_v = 9.524E-01 allow_phi_t = 9.524E-01 allow_phi_b = 9.524E-01 allow_phi_c = 8.475E-01 allow_phi_h = 8.000E-01 allow_phi_q = 9.524E-01 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.842E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 4.146E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 1.556E-01 rad = 1.002E+00 fact = 9.544E-01 allow_f_clrd = 6.150E+00 allow_f_thrd = 6.596E+00 allow_f_mhrd = 8.037E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.475E-01 F"e = 4.667E+03 4.667E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.911E+00 code_allow_bnd = 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.990E+00 3.990E+00 allow_ax = 6.911E+00 6.911E+00 allow_f_hc = 0 allow_f_he = 4.367E+00 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 0 allow_f_thrd = 6.596E+00 allow_f_mhrd = 8.037E+00 allow_f_h = 4.146E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** iso_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 13.2-18 ******************** ratio = 1.945E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 4.146E+00 u_hoop = 1.945E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.596E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 8.037E+00 axial ratio = 4.810E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 4.810E-02 h_c = 4.810E-02 h_ia = 4.810E-02 ******************** code_return_cyl_chk - Eq. 13.4-7 ******************** ratio = 4.810E-02 ******************** code_return_check - Ratio = 0.19 Eq. 13.2-18 ******************** ******************** str_pst_rep_check ******************** ck = 1.945E-01 3.173E-01 new = 0 0 ******************** str_pst_beam_cyl_put - Eq. 13.2-18 ******************** ck = 1.945E-01 3.173E-01 info = 1.945E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.945E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.945E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_check ******************** ck = 1.945E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_scat_store ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = DOG|0004 ******************** ele_lpt_cur/out = LP|00005 50.00 DOG|0004 ele_pnt num/2seg/2fat = 2 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00005 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00005 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is ISO ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.024E+03 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = False STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** iso_beam_chk ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.200E+01 ch = 1.433E-02 allow_f_he = 4.367E+00 allow_f_h = 4.146E+00 mini_ring = 2.842E+03 ck_ts_iy_eff = 0 ts_space = 1.024E+03 u_stiffner = 0 ******************** iso_get_phi ******************** allow_phi_v = 9.524E-01 allow_phi_t = 9.524E-01 allow_phi_b = 9.524E-01 allow_phi_c = 8.475E-01 allow_phi_h = 8.000E-01 allow_phi_q = 9.524E-01 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.842E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 4.146E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 1.556E-01 rad = 1.002E+00 fact = 9.544E-01 allow_f_clrd = 6.150E+00 allow_f_thrd = 6.596E+00 allow_f_mhrd = 8.037E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.475E-01 F"e = 4.667E+03 4.667E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.911E+00 code_allow_bnd = 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.990E+00 3.990E+00 allow_ax = 6.911E+00 6.911E+00 allow_f_hc = 0 allow_f_he = 4.367E+00 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 0 allow_f_thrd = 6.596E+00 allow_f_mhrd = 8.037E+00 allow_f_h = 4.146E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** iso_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 13.2-18 ******************** ratio = 1.945E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 4.146E+00 u_hoop = 1.945E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.596E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 8.037E+00 axial ratio = 4.810E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 4.810E-02 h_c = 4.810E-02 h_ia = 4.810E-02 ******************** code_return_cyl_chk - Eq. 13.4-7 ******************** ratio = 4.810E-02 ******************** code_return_check - Ratio = 0.19 Eq. 13.2-18 ******************** ******************** str_pst_rep_check ******************** ck = 1.945E-01 3.173E-01 new = 1.945E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 13.2-18 ******************** ck = 1.945E-01 3.173E-01 info = 1.945E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.945E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.945E-01 3.173E-01 new = 1.945E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = DOG|0004 ******************** ele_lpt_cur/out = LP|00006 100.00 DOG|0004 ele_pnt num/2seg/2fat = 3 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00006 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00006 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is ISO ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.024E+03 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = False STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** iso_beam_chk ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.200E+01 ch = 1.433E-02 allow_f_he = 4.367E+00 allow_f_h = 4.146E+00 mini_ring = 2.842E+03 ck_ts_iy_eff = 0 ts_space = 1.024E+03 u_stiffner = 0 ******************** iso_get_phi ******************** allow_phi_v = 9.524E-01 allow_phi_t = 9.524E-01 allow_phi_b = 9.524E-01 allow_phi_c = 8.475E-01 allow_phi_h = 8.000E-01 allow_phi_q = 9.524E-01 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.842E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 4.146E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 1.556E-01 rad = 1.002E+00 fact = 9.544E-01 allow_f_clrd = 6.150E+00 allow_f_thrd = 6.596E+00 allow_f_mhrd = 8.037E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.475E-01 F"e = 4.667E+03 4.667E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.911E+00 code_allow_bnd = 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 8.842E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.990E+00 3.990E+00 allow_ax = 6.911E+00 6.911E+00 allow_f_hc = 0 allow_f_he = 4.367E+00 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 0 allow_f_thrd = 6.596E+00 allow_f_mhrd = 8.037E+00 allow_f_h = 4.146E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** iso_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 13.2-18 ******************** ratio = 1.945E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 4.146E+00 u_hoop = 1.945E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.596E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 8.037E+00 axial ratio = 4.810E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 4.810E-02 h_c = 4.810E-02 h_ia = 4.810E-02 ******************** code_return_cyl_chk - Eq. 13.4-7 ******************** ratio = 4.810E-02 ******************** code_return_check - Ratio = 0.19 Eq. 13.2-18 ******************** ******************** str_pst_rep_check ******************** ck = 1.945E-01 3.173E-01 new = 1.945E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 13.2-18 ******************** ck = 1.945E-01 3.173E-01 info = 1.945E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.945E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.945E-01 3.173E-01 new = 1.945E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** str_pst_rep_scat_end - DOG|0004 ******************** pcat_cur = ~DOG scat_chk = 1.945E-01 scat_worst = True ******************** auxp_rint_set - DOG|0004 ******************** number = 1 str_rint_buf = 1.945E-01 0 0 0 0 0 ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = REST|005 ******************** ele_class = ~REST ele_map = $$$$$$$$ ele_part = GROUND ele_type = 502 ele_lpt_num = 1 ele_numn = 1 ele_next = 1 ele_nfe = 0 ele_face_num = 0 ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = TT|00001 ******************** ele_class = ~TT ele_map = TT|00001 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = TT|00001 ******************** nodes = *A1 *A2 ******************** ele_selected ******************** ******************** ele_loop_report got element - TT|00001 ******************** nodes = *A1 *A2 class = ~TT ******************** str_pst_ele_set ******************** ******************** ele_data_get for TT|00001 ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = TT|00001 ******************** ele_class = ~TT ele_map = TT|00001 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_release_dba - action = GET ******************** ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = TT|00001 ******************** nodes = *A1 *A2 ******************** cls_data_get - getting ~TT ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** str_pst_ele_rl_begin ******************** ******************** str_pst_rep_put ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 1 ******************** ele_lpt_code_loop ******************** ******************** Top Of code_set Class ~TT Seg 1 ******************** ******************** cls_data_get - already have ~TT ******************** ******************** cls_stiffner_code_set ******************** ******************** cls_data_seg_get -class = ~TT ******************** segno = 1 seg_name = TUBE seg_type = 1 ******************** code_set_branch -code is ISO ******************** ck_branch = 2 rep_code_use = 2 rep_use_lrfd = True ck_ok_pres = True ck_do_tube = True ******************** type_seg2name - class = ~TT ******************** order = 1 seg_no = 1 ******************** code_set_seg - Type = Tube ******************** seg_name = TUBE Dimensions ========== Dim 3.937E+00 9.843E-01 0 0 0 0 0 0 0 0 0 0 0 0 Reference is N Axis Weight Data =========== seg_wtpft = 6.700E-06 seg_dpft = 0 seg_buoyr = 1.969E+00 seg_dragr = 1.969E+00 seg_appft = 1.969E+00 seg_windr = 1.969E+00 seg_areai = 3.043E+00 seg_areao = 1.217E+01 Section Properties ================== seg_reflect = False sym_y sym_z = True True A iy iz iyz j = 9.130E+00 1.106E+01 1.106E+01 0 2.211E+01 seg_shr_alpha = 1.867E+00 1.867E+00 seg_o_2cen = 0 0 seg_shr_cen = 0 0 seg_2na = 0 0 seg_fat_t = 9.843E-01 seg_dw = 3.937E+00 seg_tw = 9.843E-01 seg_bf = 3.937E+00 seg_tf = 9.843E-01 seg_fecc = 0 seg_cf_a = 0 seg_s_depth = 3.937E+00 seg_rt = 0 0 seg_y_c = 0 0 seg_Iyc = 0 2.706E+01 seg_p_n = 5.566E+02 seg_m_p = 5.423E+02 5.423E+02 seg_lambda_part = 4.000E+00 4.000E+00 Transverse Stiffners ==================== seg_class_ts = ~RING2 seg_ts_space = 1.969E+00 seg_ts_num = -7.778E+01 seg_ts_seg_space = 1.024E+03 seg_ts_seg_numb = -7.778E+01 seg_ts_dw = 2.835E+01 seg_ts_tw = 2.362E+00 seg_ts_bf = 3.937E+00 seg_ts_tf = 2.362E+00 seg_ts_fecc = 0 seg_ts_cf_a = 0 seg_ts_depth = 5.906E+01 seg_ts_i_rat = 5.583E-03 seg_ts_w_rat = 3.799E-01 seg_ts_weight = 1.119E-04 seg_ts_leng = 1.130E+03 seg_ts_seg_numb = -7.778E+01 Stress Stuff ============ seg_warp seg_tor_a = 0 0 seg_axi_f2s = 1.095E-01 1.095E-01 1.095E-01 1.095E-01 1.095E-01 1.095E-01 1.095E-01 1.095E-01 seg_hoop_f2s = 2.000E+00 2.000E+00 2.000E+00 2.000E+00 2.000E+00 2.000E+00 2.000E+00 2.000E+00 seg_torb_f2s = 0 0 0 0 0 0 0 0 seg_chk_shr_f2s = 2.044E-01 2.044E-01 ********** seg_pts ********** 1 2 1 0 1.969E+00 2 1.392E+00 1.392E+00 3 1.969E+00 0 4 1.392E+00-1.392E+00 5 0 -1.969E+00 6 -1.392E+00-1.392E+00 7 -1.969E+00 0 8 -1.392E+00 1.392E+00 ********** seg_bnd_f2s ********** 1 2 3 4 1 1.780E-01 0 0 0 2 1.259E-01 0 0 -1.259E-01 3 0 0 0 -1.780E-01 4 -1.259E-01 0 0 -1.259E-01 5 -1.780E-01 0 0 0 6 -1.259E-01 0 0 1.259E-01 7 0 0 0 1.780E-01 8 1.259E-01 0 0 1.259E-01 ********** seg_shr_f2s ********** 1 2 1 2.044E-01 0 2 5.841E-02 5.841E-02 3 7.188E-09 2.044E-01 4 5.841E-02 5.841E-02 5 2.044E-01 2.156E-08 6 5.841E-02 5.841E-02 7 2.156E-08 2.044E-01 8 5.841E-02 5.841E-02 ********** seg_torv_f2s ********** 1 2 1 0 8.902E-02 2 6.295E-02 6.295E-02 3 8.902E-02 0 4 6.295E-02-6.295E-02 5 0 -8.902E-02 6 -6.295E-02-6.295E-02 7 -8.902E-02 0 8 -6.295E-02 6.295E-02 ******************** code_return_init - STIFFNER ******************** ******************** code_set_kfac ******************** ******************** code_stiffner_set ******************** ******************** cls_stiffner_props_set ******************** ******************** cls_stiffner_get ******************** Transverse Stiffners ==================== s_seg = 2 dim = 9.843E-01 9.843E-01 9.843E-01 9.843E-01 type = 0 area = 9.688E-01 iy = 7.821E-02 iz = 7.821E-02 fy = 6.096E+01 e = 3.048E+04 weight = 7.109E-07 ******************** code_stiffner_tran_stf ******************** ******************** code_set_beam ******************** ******************** code_stiffner_ring_set ******************** ******************** code_stifner_ring_set ******************** ******************** Ring Geometry ******************** Radius = 7.796E-01 Effective Length = 1.875E+00 Area = 9.688E-01 Effective Inertia = 5.598E-01 ******************** Ring Web ******************** Area = 4.921E-11 Inertia = 0 Centroid = -2.875E-01 ******************** Ring Plate ******************** Width = 1.875E+00 Area = 1.846E+00 Inertia = 1.490E-01 Centroid = 2.046E-01 ******************** Ring Flange ******************** Area = 4.844E-01 Inertia = 3.910E-02 Centroid = -7.796E-01 Eccentricity = 0 ******************** code_set_seg ******************** rep_use_raleigh = True ck_no_interaction = False Fy = 6.096E+01 Length = 1.024E+03 kfac = 1.000E+00 1.000E+00 Bu Leng = 1.024E+03 1.024E+03 ck_cfb = 1.024E+03 code_b_lambda = 9.302E+02 9.302E+02 1.024E+03 ck_sigma_eu = 3.476E-01 3.476E-01 1.172E+04 H/T, B/T = 4.000E+00 4.000E+00 p_n/(A*Fy) = 1.000E+00 ck_sigma_mp = 9.656E+01 9.656E+01 ck_sigma_aisc_mp = 9.144E+01 9.144E+01 ck_sy = 5.617E+00 ck_x1 = 2.527E+00 ck_x2 = 0 G*J = 2.592E+05 Warping = 0 Trans space, num = 1.969E+00 5.200E+02 Long space, num = 1.969E+00 7.730E+00 ******************** ele_lpt_code_loop - ele_cur = TT|00001 ******************** ele_lpt_cur/out = LP|00008 0.00 TT|00001 ele_pnt num/2seg/2fat = 1 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00008 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00008 ******************** np = 1 ********** elf ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 2.897E+00 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 2.897E+00 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 3.110E-01 code_strs_hoop = 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+00 2 1.392E+00 1.392E+00 3 1.969E+00 0 4 1.392E+00-1.392E+00 5 0 -1.969E+00 6 -1.392E+00-1.392E+00 7 -1.969E+00 0 8 -1.392E+00 1.392E+00 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is ISO ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+00 thick = 9.843E-01 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 9.302E+02 9.302E+02 ck_sigma_eu = 3.476E-01 3.476E-01 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 6.096E+01 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.969E+00 lambda H/T, B/T = 4.000E+00 4.000E+00 STIFFNERS ck_ring_extern = False ck_rad_ring = 7.796E-01 seg_seg_ts_exists = True ck_ts_le_o = 1.875E+00 ck_ts_iy_eff = 5.598E-01 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 1.290E-02 ******************** iso_beam_chk ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 4.000E+00 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 1.333E-02 allow_f_xc = 6.096E+01 allow_f_xe = 4.572E+03 ******************** tube_common_hook_buckling ******************** ******************** code_return_failed ******************** ******************** code_return_check - Ratio = 9999 Sec. 13.2.6.2 ******************** ******************** code_return_cyl_chk - Sec. 13.2.6.2 ******************** ratio = 1.000E+30 ******************** Failed - Sec. 13.2.6.2 ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 2.500E-01 mu = 1.414E+00 ch = 8.000E-01 allow_f_he = 1.219E+04 allow_f_h = 6.096E+01 mini_ring = 1.526E+00 ck_ts_iy_eff = 5.598E-01 ts_space = 1.969E+00 u_stiffner = 2.725E+00 ******************** iso_get_phi ******************** allow_phi_v = 9.524E-01 allow_phi_t = 9.524E-01 allow_phi_b = 9.524E-01 allow_phi_c = 8.475E-01 allow_phi_h = 8.000E-01 allow_phi_q = 9.524E-01 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 4.000E+00 mult = 1.000E+00 branches = 2.461E+01 4.921E+01 3.281E+02 Branch = 1 Fb = 9.196E+01 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 1.290E-02 allow_f_h = 6.096E+01 fcl = 6.096E+01 fy = 6.096E+01 eta = 4.999E+00 b = 2.116E-04 rad = 1.000E+00 fact = 9.999E-01 allow_f_clrd = 5.166E+01 allow_f_thrd = 5.805E+01 allow_f_mhrd = 8.758E+01 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.475E-01 F"e = 2.946E-01 2.946E-01 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 5.805E+01 code_allow_bnd = 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.352E+01 3.352E+01 allow_ax = 5.805E+01 5.805E+01 allow_f_hc = 0 allow_f_he = 1.219E+04 allow_f_xc(f_cl) = 6.096E+01 allow_f_xe(f_cle) = 4.572E+03 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 0 allow_f_thrd = 5.805E+01 allow_f_mhrd = 8.758E+01 allow_f_h = 6.096E+01 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** iso_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 13.2-18 ******************** ratio = 2.645E-04 ******************** tube_common_hcl ******************** code_strs_hoop_max = 1.290E-02 allow_f_h = 6.096E+01 u_hoop = 2.645E-04 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 5.805E+01 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 8.758E+01 axial ratio = 5.465E-03 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.465E-03 h_c = 5.465E-03 h_ia = 5.465E-03 ******************** code_return_cyl_chk - Eq. 13.4-7 ******************** ratio = 5.465E-03 ******************** code_return_check - Ratio = 9999 Sec. 13.2.6.2 ******************** ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 0 0 ******************** str_pst_beam_cyl_put - Sec. 13.2.6.2 ******************** ck = 9.999E+03 3.173E-01 info = 9.999E+03 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 9.999E+03 3.173E-01 ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 0 0 ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 0 0 ******************** str_pst_rep_scat_store ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = TT|00001 ******************** ele_lpt_cur/out = LP|00009 50.00 TT|00001 ele_pnt num/2seg/2fat = 2 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00009 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00009 ******************** np = 1 ********** elf ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 2.897E+00 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 2.897E+00 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 3.110E-01 code_strs_hoop = 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+00 2 1.392E+00 1.392E+00 3 1.969E+00 0 4 1.392E+00-1.392E+00 5 0 -1.969E+00 6 -1.392E+00-1.392E+00 7 -1.969E+00 0 8 -1.392E+00 1.392E+00 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is ISO ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+00 thick = 9.843E-01 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 9.302E+02 9.302E+02 ck_sigma_eu = 3.476E-01 3.476E-01 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 6.096E+01 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.969E+00 lambda H/T, B/T = 4.000E+00 4.000E+00 STIFFNERS ck_ring_extern = False ck_rad_ring = 7.796E-01 seg_seg_ts_exists = True ck_ts_le_o = 1.875E+00 ck_ts_iy_eff = 5.598E-01 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 1.290E-02 ******************** iso_beam_chk ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 4.000E+00 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 1.333E-02 allow_f_xc = 6.096E+01 allow_f_xe = 4.572E+03 ******************** tube_common_hook_buckling ******************** ******************** code_return_failed ******************** ******************** code_return_check - Ratio = 9999 Sec. 13.2.6.2 ******************** ******************** code_return_cyl_chk - Sec. 13.2.6.2 ******************** ratio = 1.000E+30 ******************** Failed - Sec. 13.2.6.2 ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 2.500E-01 mu = 1.414E+00 ch = 8.000E-01 allow_f_he = 1.219E+04 allow_f_h = 6.096E+01 mini_ring = 1.526E+00 ck_ts_iy_eff = 5.598E-01 ts_space = 1.969E+00 u_stiffner = 2.725E+00 ******************** iso_get_phi ******************** allow_phi_v = 9.524E-01 allow_phi_t = 9.524E-01 allow_phi_b = 9.524E-01 allow_phi_c = 8.475E-01 allow_phi_h = 8.000E-01 allow_phi_q = 9.524E-01 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 4.000E+00 mult = 1.000E+00 branches = 2.461E+01 4.921E+01 3.281E+02 Branch = 1 Fb = 9.196E+01 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 1.290E-02 allow_f_h = 6.096E+01 fcl = 6.096E+01 fy = 6.096E+01 eta = 4.999E+00 b = 2.116E-04 rad = 1.000E+00 fact = 9.999E-01 allow_f_clrd = 5.166E+01 allow_f_thrd = 5.805E+01 allow_f_mhrd = 8.758E+01 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.475E-01 F"e = 2.946E-01 2.946E-01 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 5.805E+01 code_allow_bnd = 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.352E+01 3.352E+01 allow_ax = 5.805E+01 5.805E+01 allow_f_hc = 0 allow_f_he = 1.219E+04 allow_f_xc(f_cl) = 6.096E+01 allow_f_xe(f_cle) = 4.572E+03 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 0 allow_f_thrd = 5.805E+01 allow_f_mhrd = 8.758E+01 allow_f_h = 6.096E+01 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** iso_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 13.2-18 ******************** ratio = 2.645E-04 ******************** tube_common_hcl ******************** code_strs_hoop_max = 1.290E-02 allow_f_h = 6.096E+01 u_hoop = 2.645E-04 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 5.805E+01 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 8.758E+01 axial ratio = 5.465E-03 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.465E-03 h_c = 5.465E-03 h_ia = 5.465E-03 ******************** code_return_cyl_chk - Eq. 13.4-7 ******************** ratio = 5.465E-03 ******************** code_return_check - Ratio = 9999 Sec. 13.2.6.2 ******************** ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 9.999E+03 3.173E-01 ******************** str_pst_beam_cyl_put - Sec. 13.2.6.2 ******************** ck = 9.999E+03 3.173E-01 info = 9.999E+03 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 9.999E+03 3.173E-01 ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 9.999E+03 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = TT|00001 ******************** ele_lpt_cur/out = LP|00010 100.00 TT|00001 ele_pnt num/2seg/2fat = 3 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00010 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00010 ******************** np = 1 ********** elf ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 2.897E+00 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 2.897E+00 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 2.897E+00 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 3.110E-01 code_strs_hoop = 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 1.290E-02 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 3.110E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+00 2 1.392E+00 1.392E+00 3 1.969E+00 0 4 1.392E+00-1.392E+00 5 0 -1.969E+00 6 -1.392E+00-1.392E+00 7 -1.969E+00 0 8 -1.392E+00 1.392E+00 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is ISO ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+00 thick = 9.843E-01 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 9.302E+02 9.302E+02 ck_sigma_eu = 3.476E-01 3.476E-01 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 6.096E+01 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 1.969E+00 lambda H/T, B/T = 4.000E+00 4.000E+00 STIFFNERS ck_ring_extern = False ck_rad_ring = 7.796E-01 seg_seg_ts_exists = True ck_ts_le_o = 1.875E+00 ck_ts_iy_eff = 5.598E-01 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 1.290E-02 ******************** iso_beam_chk ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 4.000E+00 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 1.333E-02 allow_f_xc = 6.096E+01 allow_f_xe = 4.572E+03 ******************** tube_common_hook_buckling ******************** ******************** code_return_failed ******************** ******************** code_return_check - Ratio = 9999 Sec. 13.2.6.2 ******************** ******************** code_return_cyl_chk - Sec. 13.2.6.2 ******************** ratio = 1.000E+30 ******************** Failed - Sec. 13.2.6.2 ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 2.500E-01 mu = 1.414E+00 ch = 8.000E-01 allow_f_he = 1.219E+04 allow_f_h = 6.096E+01 mini_ring = 1.526E+00 ck_ts_iy_eff = 5.598E-01 ts_space = 1.969E+00 u_stiffner = 2.725E+00 ******************** iso_get_phi ******************** allow_phi_v = 9.524E-01 allow_phi_t = 9.524E-01 allow_phi_b = 9.524E-01 allow_phi_c = 8.475E-01 allow_phi_h = 8.000E-01 allow_phi_q = 9.524E-01 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 4.000E+00 mult = 1.000E+00 branches = 2.461E+01 4.921E+01 3.281E+02 Branch = 1 Fb = 9.196E+01 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 1.290E-02 allow_f_h = 6.096E+01 fcl = 6.096E+01 fy = 6.096E+01 eta = 4.999E+00 b = 2.116E-04 rad = 1.000E+00 fact = 9.999E-01 allow_f_clrd = 5.166E+01 allow_f_thrd = 5.805E+01 allow_f_mhrd = 8.758E+01 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.475E-01 F"e = 2.946E-01 2.946E-01 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 5.805E+01 code_allow_bnd = 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 9.196E+01 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.352E+01 3.352E+01 allow_ax = 5.805E+01 5.805E+01 allow_f_hc = 0 allow_f_he = 1.219E+04 allow_f_xc(f_cl) = 6.096E+01 allow_f_xe(f_cle) = 4.572E+03 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 0 allow_f_thrd = 5.805E+01 allow_f_mhrd = 8.758E+01 allow_f_h = 6.096E+01 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** iso_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 13.2-18 ******************** ratio = 2.645E-04 ******************** tube_common_hcl ******************** code_strs_hoop_max = 1.290E-02 allow_f_h = 6.096E+01 u_hoop = 2.645E-04 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 5.805E+01 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 8.758E+01 axial ratio = 5.465E-03 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 5.465E-03 h_c = 5.465E-03 h_ia = 5.465E-03 ******************** code_return_cyl_chk - Eq. 13.4-7 ******************** ratio = 5.465E-03 ******************** code_return_check - Ratio = 9999 Sec. 13.2.6.2 ******************** ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 9.999E+03 3.173E-01 ******************** str_pst_beam_cyl_put - Sec. 13.2.6.2 ******************** ck = 9.999E+03 3.173E-01 info = 9.999E+03 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 9.999E+03 3.173E-01 ******************** str_pst_rep_check ******************** ck = 9.999E+03 3.173E-01 new = 9.999E+03 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** str_pst_rep_scat_end - TT|00001 ******************** pcat_cur = ~TT scat_chk = 9.999E+03 scat_worst = True ******************** auxp_rint_set - TT|00001 ******************** number = 1 str_rint_buf = 9.999E+03 0 0 0 0 0 ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = TUBE|002 ******************** ele_class = ~TUBE ele_map = TUBE|002 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = TUBE|002 ******************** nodes = *A1 *A2 ******************** ele_selected ******************** ******************** ele_loop_report got element - TUBE|002 ******************** nodes = *A1 *A2 class = ~TUBE ******************** str_pst_ele_set ******************** ******************** ele_data_get for TUBE|002 ******************** ******************** ele_attrib_get ******************** ******************** ele_attrib_get - name = TUBE|002 ******************** ele_class = ~TUBE ele_map = TUBE|002 ele_part = FRAME ele_type = 301 ele_lpt_num = 3 ele_numn = 2 ele_next = 2 ele_nfe = 0 ele_face_num = 0 ******************** ele_release_dba - action = GET ******************** ******************** ele_vtx_nodes_dba ******************** ******************** ele_vtx_nodes_dba - action = GET - Element = TUBE|002 ******************** nodes = *A1 *A2 ******************** cls_data_get - getting ~TUBE ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** str_pst_ele_rl_begin ******************** ******************** str_pst_rep_put ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_scat_init ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_rep_reset ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 1 ******************** ele_lpt_code_loop ******************** ******************** Top Of code_set Class ~TUBE Seg 1 ******************** ******************** cls_data_get - already have ~TUBE ******************** ******************** cls_stiffner_code_set ******************** ******************** cls_data_seg_get -class = ~TUBE ******************** segno = 1 seg_name = TUBE seg_type = 1 ******************** code_set_branch -code is ISO ******************** ck_branch = 2 rep_code_use = 2 rep_use_lrfd = True ck_ok_pres = True ck_do_tube = True ******************** type_seg2name - class = ~TUBE ******************** order = 1 seg_no = 1 ******************** code_set_seg - Type = Tube ******************** seg_name = TUBE Dimensions ========== Dim 3.937E+02 1.969E+00 0 0 0 0 0 0 0 0 0 0 0 0 Reference is N Axis Weight Data =========== seg_wtpft = 1.778E-03 seg_dpft = 0 seg_buoyr = 1.969E+02 seg_dragr = 1.969E+02 seg_appft = 1.969E+02 seg_windr = 1.969E+02 seg_areai = 1.193E+05 seg_areao = 1.217E+05 Section Properties ================== seg_reflect = False sym_y sym_z = True True A iy iz iyz j = 2.423E+03 4.647E+07 4.647E+07 0 9.294E+07 seg_shr_alpha = 2.000E+00 2.000E+00 seg_o_2cen = 0 0 seg_shr_cen = 0 0 seg_2na = 0 0 seg_fat_t = 1.969E+00 seg_dw = 3.937E+02 seg_tw = 1.969E+00 seg_bf = 3.937E+02 seg_tf = 1.969E+00 seg_fecc = 0 seg_cf_a = 0 seg_s_depth = 3.937E+02 seg_rt = 0 0 seg_y_c = 0 0 seg_Iyc = 0 0 seg_p_n = 1.758E+04 seg_m_p = 2.192E+06 2.192E+06 seg_lambda_part = 2.000E+02 2.000E+02 Transverse Stiffners ==================== seg_class_ts = ~RING seg_ts_space = 9.843E+00 seg_ts_num = -7.778E+01 seg_ts_seg_space = 1.969E+00 seg_ts_seg_numb = 5.200E+02 seg_ts_dw = 5.000E-11 seg_ts_tw = 9.843E-01 seg_ts_bf = 4.921E-01 seg_ts_tf = 9.843E-01 seg_ts_fecc = 0 seg_ts_cf_a = 0 seg_ts_depth = 9.843E-01 seg_ts_i_rat = 1.292E+20 seg_ts_w_rat = 2.018E-02 seg_ts_weight = 7.109E-07 seg_ts_leng = 7.730E+00 seg_ts_seg_numb = 5.200E+02 Longitudinal Stiffners ====================== seg_class_ls = ~LONG seg_ls_space = 1.181E+03 seg_ls_num = 9.570E-01 seg_ls_seg_space = 7.730E+00 seg_ls_seg_numb = -7.778E+01 seg_ls_dw = 5.000E-11 seg_ls_tw = 9.843E-01 seg_ls_bf = 4.921E-01 seg_ls_tf = 9.843E-01 seg_ls_fecc = 0 seg_ls_cf_a = 0 seg_ls_depth = 9.843E-01 seg_ls_i_rat = 1.292E+20 seg_ls_w_rat = 2.018E-02 seg_ls_weight = 7.109E-07 seg_ls_leng = 1.024E+03 seg_ls_seg_numb = -7.778E+01 Stress Stuff ============ seg_warp seg_tor_a = 0 0 seg_axi_f2s = 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 4.128E-04 seg_hoop_f2s = 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 1.000E+02 seg_torb_f2s = 0 0 0 0 0 0 0 0 seg_chk_shr_f2s = 8.255E-04 8.255E-04 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ********** seg_bnd_f2s ********** 1 2 3 4 1 4.236E-06 0 0 0 2 2.995E-06 0 0 -2.995E-06 3 0 0 0 -4.236E-06 4 -2.995E-06 0 0 -2.995E-06 5 -4.236E-06 0 0 0 6 -2.995E-06 0 0 2.995E-06 7 0 0 0 4.236E-06 8 2.995E-06 0 0 2.995E-06 ********** seg_shr_f2s ********** 1 2 1 8.255E-04 0 2 4.086E-04 4.086E-04 3 5.604E-11 8.255E-04 4 4.086E-04 4.086E-04 5 8.255E-04 1.121E-10 6 4.086E-04 4.086E-04 7 1.121E-10 8.255E-04 8 4.086E-04 4.086E-04 ********** seg_torv_f2s ********** 1 2 1 0 2.118E-06 2 1.498E-06 1.498E-06 3 2.118E-06 0 4 1.498E-06-1.498E-06 5 0 -2.118E-06 6 -1.498E-06-1.498E-06 7 -2.118E-06 0 8 -1.498E-06 1.498E-06 ******************** code_return_init - STIFFNER ******************** ******************** code_set_kfac ******************** ******************** code_stiffner_set ******************** ******************** cls_stiffner_props_set ******************** ******************** cls_stiffner_get ******************** Transverse Stiffners ==================== s_seg = 2 dim = 7.874E+00 5.906E+01 2.362E+00 2.362E+00 type = 0 area = 1.525E+02 iy = 5.012E+04 iz = 1.584E+02 fy = 6.096E+01 e = 3.048E+04 weight = 1.119E-04 ******************** cls_stiffner_get ******************** Longitudinal Stiffners ====================== s_seg = 3 dim = 1.969E-01 3.937E-01 0 0 type = 0 area = 7.750E-02 iy = 1.001E-03 iz = 2.503E-04 fy = 6.096E+01 e = 3.048E+04 weight = 5.687E-08 ******************** code_stiffner_long_stf ******************** ******************** DNV 3.6 for Long. Stiff ******************** D/T Web = 2.000E+00 B/T Flange = 0 E/Fy^.5 = 2.236E+01 ***** Rule 3.6.1 Web D/T = 2.00 Max = 30.19 Usage f = 0.07 ***** DNV 3.6.1 = T ***** Rule 3.6.3 Flange D/T = 0.00 Max = 8.94 Usage f = 0.00 ***** DNV 3.6.3 = T ******************** code_stiffner_tran_stf ******************** ******************** code_set_beam ******************** ******************** code_stiffner_ring_set ******************** ******************** code_stifner_ring_set ******************** ******************** Ring Geometry ******************** Radius = 1.813E+02 Effective Length = 9.843E+00 Area = 1.525E+02 Effective Inertia = 1.090E+04 ******************** Ring Web ******************** Area = 6.696E+01 Inertia = 4.484E+03 Centroid = -1.578E+00 ******************** Ring Plate ******************** Width = 9.843E+00 Area = 1.938E+01 Inertia = 6.257E+00 Centroid = 1.358E+01 ******************** Ring Flange ******************** Area = 9.300E+00 Inertia = 4.325E+00 Centroid = -1.693E+01 Eccentricity = 0 ******************** code_set_seg ******************** rep_use_raleigh = True ck_no_interaction = False Fy = 7.257E+00 Length = 1.024E+03 kfac = 1.000E+00 1.000E+00 Bu Leng = 1.024E+03 1.024E+03 ck_cfb = 1.024E+03 code_b_lambda = 7.391E+00 7.391E+00 1.024E+03 ck_sigma_eu = 5.507E+03 5.507E+03 1.172E+04 H/T, B/T = 2.000E+02 2.000E+02 p_n/(A*Fy) = 1.000E+00 ck_sigma_mp = 9.283E+00 9.283E+00 ck_sigma_aisc_mp = 9.283E+00 9.283E+00 ck_sy = 2.361E+05 ck_x1 = 3.548E+09 ck_x2 = 0 G*J = 1.090E+12 Warping = 0 Trans space, num = 9.843E+00 1.040E+02 Long space, num = 9.843E+00 5.776E+02 ******************** ele_lpt_code_loop - ele_cur = TUBE|002 ******************** ele_lpt_cur/out = LP|00011 0.00 TUBE|002 ele_pnt num/2seg/2fat = 1 1 2 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00011 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00011 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is ISO ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** iso_beam_chk ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** iso_get_phi ******************** allow_phi_v = 9.524E-01 allow_phi_t = 9.524E-01 allow_phi_b = 9.524E-01 allow_phi_c = 8.475E-01 allow_phi_h = 8.000E-01 allow_phi_q = 9.524E-01 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.841E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 7.257E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 8.888E-02 rad = 1.001E+00 fact = 9.737E-01 allow_f_clrd = 6.150E+00 allow_f_thrd = 6.729E+00 allow_f_mhrd = 8.199E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.475E-01 F"e = 4.667E+03 4.667E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.911E+00 code_allow_bnd = 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.990E+00 3.990E+00 allow_ax = 6.911E+00 6.911E+00 allow_f_hc = 0 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 0 allow_f_thrd = 6.729E+00 allow_f_mhrd = 8.199E+00 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** iso_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 13.2-18 ******************** ratio = 1.111E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 7.257E+00 u_hoop = 1.111E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.729E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 8.199E+00 axial ratio = 4.715E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 4.715E-02 h_c = 4.715E-02 h_ia = 4.715E-02 ******************** code_return_cyl_chk - Eq. 13.4-7 ******************** ratio = 4.715E-02 ******************** code_return_check - Ratio = 0.11 Eq. 13.2-18 ******************** ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 0 0 ******************** str_pst_beam_cyl_put - Eq. 13.2-18 ******************** ck = 1.111E-01 3.173E-01 info = 1.111E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.111E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 0 0 ******************** str_pst_rep_scat_store ******************** ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = TUBE|002 ******************** ele_lpt_cur/out = LP|00012 50.00 TUBE|002 ele_pnt num/2seg/2fat = 2 1 1 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00012 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00012 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is ISO ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** iso_beam_chk ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** iso_get_phi ******************** allow_phi_v = 9.524E-01 allow_phi_t = 9.524E-01 allow_phi_b = 9.524E-01 allow_phi_c = 8.475E-01 allow_phi_h = 8.000E-01 allow_phi_q = 9.524E-01 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.841E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 7.257E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 8.888E-02 rad = 1.001E+00 fact = 9.737E-01 allow_f_clrd = 6.150E+00 allow_f_thrd = 6.729E+00 allow_f_mhrd = 8.199E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.475E-01 F"e = 4.667E+03 4.667E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.911E+00 code_allow_bnd = 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.990E+00 3.990E+00 allow_ax = 6.911E+00 6.911E+00 allow_f_hc = 0 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 0 allow_f_thrd = 6.729E+00 allow_f_mhrd = 8.199E+00 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** iso_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 13.2-18 ******************** ratio = 1.111E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 7.257E+00 u_hoop = 1.111E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.729E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 8.199E+00 axial ratio = 4.715E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 4.715E-02 h_c = 4.715E-02 h_ia = 4.715E-02 ******************** code_return_cyl_chk - Eq. 13.4-7 ******************** ratio = 4.715E-02 ******************** code_return_check - Ratio = 0.11 Eq. 13.2-18 ******************** ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 1.111E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 13.2-18 ******************** ck = 1.111E-01 3.173E-01 info = 1.111E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.111E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 1.111E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** ele_lpt_code_loop - ele_cur = TUBE|002 ******************** ele_lpt_cur/out = LP|00013 100.00 TUBE|002 ele_pnt num/2seg/2fat = 3 1 0 ******************** str_pst_load_case_loop ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop ******************** stp_lc_cur 1 ******************** str_pst_beam-f2s ******************** ******************** str_pst_load_ele_pnt_loc ******************** ******************** str_pst_load_setter - LP|00013 ******************** xbset = False ******************** str_pst_load_get ******************** ******************** ele_lpt_spost_dba - GET - LP|00013 ******************** np = 1 ********** elf ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_cases ******************** ******************** str_pst_load_cases - normal mode ******************** nlc_tot = 1 nlc_get = 1 nfor = 7 ********** for ********** 1 1 7.686E+02 2 0 3 0 4 0 5 0 6 0 7 6.450E-03 ******************** str_pst_load_pnt ******************** ******************** code_set_kfac ******************** ******************** str_pst_load_pnt ******************** case = 1 forout = 7.686E+02 0 0 0 0 0 6.450E-03 ******************** code_f2s_beam ******************** ******************** ele_lpt_2cone ******************** ******************** code_f2s_normal_stress ******************** ******************** code_f2s_shear_stress ******************** ******************** code_f2s_vonmises ******************** ******************** code_f2s_beam ******************** code_sect_forces = 7.686E+02 0 0 0 0 0 pressure = 6.450E-03 ck_ax2hoop = 0 tor_phi = 0 code_strs_axi_max = 3.173E-01 code_strs_bnd_max = 0 code_strs_shr_max = 0 code_strs_shr_use = 0 0 code_strs_shr_chk = 0 0 code_strs_normal_min = 3.173E-01 code_strs_vonmises_max = 5.586E-01 code_strs_hoop = 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 6.450E-01 code_strs_axi = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_norm = 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 3.173E-01 code_strs_vonmises = 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 5.586E-01 ********** code_strs_bnd ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** code_strs_shr ********** 1 2 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 ********** seg_pts ********** 1 2 1 0 1.969E+02 2 1.392E+02 1.392E+02 3 1.969E+02 0 4 1.392E+02-1.392E+02 5 0 -1.969E+02 6 -1.392E+02-1.392E+02 7 -1.969E+02 0 8 -1.392E+02 1.392E+02 ******************** code_beam_cyl ******************** ******************** code_return_init - HCL ******************** ******************** code_beam_allow ******************** ******************** codes_interface_allow, Code is ISO ******************** LOADING ck_tension = True ck_ten_norm = True ck_ten_interact = True GEOMETRY od = 3.937E+02 thick = 1.969E+00 ck_length = 1.024E+03 BUCKLING kl/r (lambda) = 7.391E+00 7.391E+00 ck_sigma_eu = 5.507E+03 5.507E+03 MATERIAL emod = 3.048E+04 p_ratio = 3.000E-01 fy = 7.257E+00 ck_amod/gamma_m = 1.000E+00 1.000E+00 PROPORTIONS seg_ts_seg_space = 9.843E+00 lambda H/T, B/T = 2.000E+02 2.000E+02 STIFFNERS ck_ring_extern = False ck_rad_ring = 1.813E+02 seg_seg_ts_exists = True ck_ts_le_o = 9.843E+00 ck_ts_iy_eff = 1.090E+04 STRESSES code_strs_axi_max = 3.173E-01 code_strs_normal_min = 3.173E-01 code_strs_bnd_max = 0 code_strs_hoop_max = 6.450E-01 ******************** iso_beam_chk ******************** ******************** common_tube_allow ******************** ******************** tube_common_local_buckling ******************** D/T = 2.000E+02 ******************** tube_common_local_buckling ******************** fy/allow_f_xe = 7.937E-02 allow_f_xc = 7.257E+00 allow_f_xe = 9.144E+01 ******************** tube_common_hook_buckling ******************** ******************** tube_common_hoop_buckling ******************** tdrat = 5.000E-03 mu = 5.000E-01 ch = 8.000E-01 allow_f_he = 2.438E+02 allow_f_h = 7.257E+00 mini_ring = 1.526E+03 ck_ts_iy_eff = 1.090E+04 ts_space = 9.843E+00 u_stiffner = 1.400E-01 ******************** iso_get_phi ******************** allow_phi_v = 9.524E-01 allow_phi_t = 9.524E-01 allow_phi_b = 9.524E-01 allow_phi_c = 8.475E-01 allow_phi_h = 8.000E-01 allow_phi_q = 9.524E-01 ******************** tube_common_bending ******************** ******************** tube_common_bending - Bending ******************** D/t = 2.000E+02 mult = 1.000E+00 branches = 2.067E+02 4.134E+02 2.756E+03 Branch = 1 Fb = 8.841E+00 ******************** tube_common_press ******************** ******************** tube_common_press ******************** hoop = 6.450E-01 allow_f_h = 7.257E+00 fcl = 7.257E+00 fy = 7.257E+00 eta = 4.644E+00 b = 8.888E-02 rad = 1.001E+00 fact = 9.737E-01 allow_f_clrd = 6.150E+00 allow_f_thrd = 6.729E+00 allow_f_mhrd = 8.199E+00 ******************** tube_common_axial_tension ******************** ******************** beam_common_amplification ******************** sf = 8.475E-01 F"e = 4.667E+03 4.667E+03 ck_cm = 8.500E-01 8.500E-01 ******************** tube_common_shear - Shear ******************** ******************** beam_common_fb2bnd_allow ******************** ******************** codes_interface_allow ******************** code_allow_axi = 6.911E+00 code_allow_bnd = 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 8.841E+00 code_ampl_fac = 1.000E+00 0 0 1.000E+00 Von Allowable = 1.000E+10 code_allow_shr = 3.990E+00 3.990E+00 allow_ax = 6.911E+00 6.911E+00 allow_f_hc = 0 allow_f_he = 2.438E+02 allow_f_xc(f_cl) = 7.257E+00 allow_f_xe(f_cle) = 9.144E+01 allow_sft = 0 allow_sfb = 0 allow_sfc = 0 allow_sfh = 0 allow_gamma_mn = 0 allow_f_thrd = 6.729E+00 allow_f_mhrd = 8.199E+00 allow_f_h = 7.257E+00 code_strs_shr_use = 0 0 ******************** code_beam_cyl_chk ******************** do_pres = True ******************** iso_hcl ******************** ******************** tube_common_hcl ******************** ******************** code_return_cyl_chk - Eq. 13.2-18 ******************** ratio = 1.111E-01 ******************** tube_common_hcl ******************** code_strs_hoop_max = 6.450E-01 allow_f_h = 7.257E+00 u_hoop = 1.111E-01 ******************** tube_common_interaction ******************** ck_ten_interact = True ax_exp = 1.000E+00 allow_ax = 6.729E+00 code_ampl_fac = 1.000E+00 0 code_allow_bnd = 8.199E+00 axial ratio = 4.715E-02 bnd - inter = 0 bnd - no inter = 0 h_no_ia = 4.715E-02 h_c = 4.715E-02 h_ia = 4.715E-02 ******************** code_return_cyl_chk - Eq. 13.4-7 ******************** ratio = 4.715E-02 ******************** code_return_check - Ratio = 0.11 Eq. 13.2-18 ******************** ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 1.111E-01 3.173E-01 ******************** str_pst_beam_cyl_put - Eq. 13.2-18 ******************** ck = 1.111E-01 3.173E-01 info = 1.111E-01 3.173E-01 ******************** str_pst_rep_txt_write ******************** ******************** str_pst_rep_scat_check ******************** info = 1.111E-01 3.173E-01 ******************** str_pst_rep_check ******************** ck = 1.111E-01 3.173E-01 new = 1.111E-01 3.173E-01 ******************** str_pst_beam_cyl_put ******************** ******************** str_pst_ele_stress_loop ******************** ******************** str_pst_ele_pnt_case_loop ******************** branch = 2 ******************** str_pst_load_case_loop ******************** ******************** str_pst_rep_reset ******************** ******************** code_set_asmf ******************** ck_asmf = 1.000E+00 1.000E+00 ******************** str_pst_load_case_loop finished ******************** ******************** ele_lpt_code_loop ******************** ******************** str_pst_rep_scat_end - TUBE|002 ******************** pcat_cur = ~TUBE scat_chk = 1.111E-01 scat_worst = True ******************** auxp_rint_set - TUBE|002 ******************** number = 1 str_rint_buf = 1.111E-01 0 0 0 0 0 ******************** str_pst_ele_loop ******************** ******************** ele_loop_report ******************** ******************** str_pst_rep_sum ******************** ******************** str_pst_rep_end ******************** ******************** str_pst_rep_info_ ******************** ******************** str_stp_info_dba, Action = PUT Branch = 1 ******************** str_max_name = TT|00001 input_line <&exec -diag none> MOSES Finished Normally ========================= CP Time 0.17 ======================== Total Units 0.17 ========================