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 +++ =============== >&dimen -dimen feet kips >inmodel input_line <~c c15x50> ******************** model_inp_misc ******************** ******************** cls_inp_parse ******************** ******************** cls_inp_default_set ******************** ******************** cls_shape_set_defl ******************** ******************** cls_rsz_dba: action = DEFAULTS class = ~C ******************** cur_seg = 0 new_type = $$$$$$$$ ******************** cls_inp_parse ******************** ******************** cls_inp_sect_set ******************** ******************** cls_shape_table_get ******************** ******************** cls_shape_get - shape C15X50 ******************** exists = True ******************** cls_inp_sect_check ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** cls_rsz_dba: action = USE class = ~C ******************** cur_seg = 8 new_type = $$$$$$$$ ******************** cls_inp_sect_set ******************** seg_type = 8 seg_name = C15X50 cls_sn = DNV_W3 DNV_W3 $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ DNV_W3 cls_scf = 1.000E+00-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01 -7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01 -7.778E+01-7.778E+01 1.000E+00 ******************** cls_inp_finish ******************** ******************** cls_inp_store ******************** ******************** cls_seg_prop ******************** ******************** cls_seg_prop_sect ******************** ******************** cls_stiffner_props_set ******************** ******************** cls_sect_open ******************** dimensions 3.716E+00 1.500E+01 3.716E+00 3.580E-01 3.580E-01 7.160E-01 6.500E-01 6.500E-01 ******************** cls_sect_box_add ******************** ******************** cls_sect_box_ns_add ******************** ******************** cls_sect_box_ns_add ******************** a_box = 2.415E+00 width height 3.7160001 0.65000004 1 2.4154002666473389 ******************** cls_sect_box_add ******************** n_box = 1 seg_o_2cen = 4.488E+00 7.850E-01 yc xc = 1.858E+00 3.250E-01 w h = 3.716E+00 6.500E-01 ******************** cls_sect_box_add ******************** ******************** cls_sect_box_ns_add ******************** ******************** cls_sect_box_ns_add ******************** a_box = 9.809E+00 width height 0.71599996 13.700001 2 9.8092002868652344 ******************** cls_sect_box_add ******************** n_box = 2 seg_o_2cen = 8.000E+00 7.435E+01 yc xc = 3.580E-01 7.500E+00 w h = 7.160E-01 1.370E+01 ******************** cls_sect_top_flg_add ******************** ******************** cls_sect_box_add ******************** ******************** cls_sect_box_ns_add ******************** ******************** cls_sect_box_ns_add ******************** a_box = 2.415E+00 width height 3.7160001 0.65000004 3 2.4154002666473389 ******************** cls_sect_box_add ******************** n_box = 3 seg_o_2cen = 1.249E+01 1.098E+02 yc xc = 1.858E+00 1.468E+01 w h = 3.716E+00 6.500E-01 ******************** cls_sect_integr ******************** ******************** cls_sect_integr ******************** seg_o_2cen = 8.530E-01 7.500E+00 ******************** type = Flange ******************** n_box = 1 area = 2.415E+00 c_box = 1.858E+00 3.250E-01 dimen_box = 3.716E+00 6.500E-01 ry z = 1.005E+00-7.175E+00 iy z yz = 1.244E+02 5.219E+00 1.742E+01 ******************** type = Web ******************** n_box = 2 area = 9.809E+00 c_box = 3.580E-01 7.500E+00 dimen_box = 7.160E-01 1.370E+01 ry z = -4.950E-01 0.000E+00 iy z yz = 2.779E+02 8.041E+00 1.742E+01 ******************** type = Flange ******************** n_box = 3 area = 2.415E+00 c_box = 1.858E+00 1.468E+01 dimen_box = 3.716E+00 6.500E-01 ry z = 1.005E+00 7.175E+00 iy z yz = 4.023E+02 1.326E+01 2.629E-06 ******************** cls_sect_alpha ******************** y_p, z_p = 8.530E-01 7.500E+00 fact = 1.464E+01 min y z = 7.160E-01 6.500E-01 b y,z = 7.160E-01 1.300E+00 q y,z = 3.413E+01 5.328E+00 al y,z = 4.525E+00 1.735E+00 ******************** cls_sect_shr_cen ******************** ******************** cls_sect_f2s_bnd_mat ******************** ******************** cls_sect_pnt_define ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_alpha ******************** y_p, z_p = 3.716E+00 1.500E+01 fact = 1.464E+01 min y z = 7.160E-01 6.500E-01 b y,z = 3.716E+00 1.300E+00 q y,z = 0.000E+00 0.000E+00 al y,z = 0.000E+00 0.000E+00 ******************** cls_sect_alpha ******************** y_p, z_p = 8.530E-01 1.500E+01 fact = 1.464E+01 min y z = 7.160E-01 6.500E-01 b y,z = 3.716E+00 1.300E+00 q y,z = 0.000E+00 5.328E+00 al y,z = 4.525E+00 0.000E+00 ******************** cls_sect_alpha ******************** y_p, z_p = 0.000E+00 1.500E+01 fact = 1.464E+01 min y z = 7.160E-01 6.500E-01 b y,z = 3.716E+00 6.500E-01 q y,z = 0.000E+00 0.000E+00 al y,z = 0.000E+00 0.000E+00 ******************** cls_sect_alpha ******************** y_p, z_p = 0.000E+00 7.500E+00 fact = 1.464E+01 min y z = 7.160E-01 6.500E-01 b y,z = 7.160E-01 6.500E-01 q y,z = 3.413E+01 0.000E+00 al y,z = 0.000E+00 1.735E+00 ******************** cls_sect_alpha ******************** y_p, z_p = 0.000E+00 0.000E+00 fact = 1.464E+01 min y z = 7.160E-01 6.500E-01 b y,z = 7.160E-01 6.500E-01 q y,z = -1.907E-06 0.000E+00 al y,z = 0.000E+00-9.694E-08 ******************** cls_sect_alpha ******************** y_p, z_p = 8.530E-01 0.000E+00 fact = 1.464E+01 min y z = 7.160E-01 6.500E-01 b y,z = 7.160E-01 1.300E+00 q y,z = -1.907E-06 5.328E+00 al y,z = 4.525E+00-9.694E-08 ******************** cls_sect_alpha ******************** y_p, z_p = 3.716E+00 0.000E+00 fact = 1.464E+01 min y z = 7.160E-01 6.500E-01 b y,z = 7.160E-01 1.300E+00 q y,z = -1.907E-06 0.000E+00 al y,z = 0.000E+00-9.694E-08 ******************** cls_sect_alpha ******************** y_p, z_p = 7.160E-01 7.500E+00 fact = 1.464E+01 min y z = 7.160E-01 6.500E-01 b y,z = 7.160E-01 1.500E+01 q y,z = 3.413E+01 5.316E+00 al y,z = 3.913E-01 1.735E+00 ******************** cls_sect_warp ******************** ******************** cls_sect_finish ******************** ******************** cls_sect_f2s_fix ******************** ******************** cls_seg_over ******************** ******************** cls_seg_over_geom ******************** ******************** cls_seg_over_code ******************** ******************** cls_seg_over_stiffners ******************** ******************** cls_seg_over_loads ******************** ******************** cls_seg_prop_code ******************** ******************** cls_seg_prop_beam_finish ******************** ******************** cls_sect_f2s_normal_fix ******************** ******************** cls_sect_f2s_bnd_mat ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** type_seg2name - class = ~C ******************** order = 8 seg_no = 8 ******************** cls_seg_prop - Type = Chanel ******************** seg_name = C15X50 Dimensions ========== Dim 3.716E+00 1.500E+01 7.160E-01 6.500E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Reference is N Axis Weight Data =========== seg_wtpft = 1.079E-05 seg_dpft = 1.464E+01 seg_buoyr = 0.000E+00 seg_dragr = 7.500E+00 seg_appft = 7.500E+00 seg_windr = 7.500E+00 seg_areai = 0.000E+00 seg_areao = 1.464E+01 Section Properties ================== seg_reflect = False sym_y sym_z = False True A iy iz iyz j = 1.470E+01 4.040E+02 1.100E+01 2.629E-06 2.670E+00 seg_shr_alpha = 4.525E+00 1.735E+00 seg_o_2cen = 8.530E-01 7.500E+00 seg_shr_cen = -1.002E+00 0.000E+00 seg_2na = 0.000E+00 0.000E+00 seg_fat_t = 7.160E-01 seg_dw = 1.370E+01 seg_tw = 7.160E-01 seg_bf = 3.716E+00 seg_tf = 6.500E-01 seg_fecc = 0.000E+00 seg_cf_a = 2.415E+00 seg_s_depth = 1.500E+01 seg_rt = 8.387E-01 8.387E-01 seg_y_c = 7.177E+00 7.177E+00 seg_Iyc = 1.244E+02 1.244E+02 seg_p_n = 5.270E+02 seg_m_p = 2.467E+03 3.852E+02 seg_lambda_part = 1.913E+01 5.717E+00 Stress Stuff ============ seg_warp seg_tor_a = 3.256E+02 1.950E+01 seg_axi_f2s = 6.803E-02 6.803E-02 6.803E-02 6.803E-02 6.803E-02 6.803E-02 6.803E-02 6.803E-02 seg_hoop_f2s = 1.000E+00 1.000E+00 1.000E+00 1.000E+00 1.000E+00 1.000E+00 1.000E+00 1.000E+00 seg_torb_f2s = -1.286E+00-0.000E+00 3.831E-01 0.000E+00-3.831E-01 0.000E+00 1.286E+00 0.000E+00 seg_chk_shr_f2s = 2.070E-01 1.019E-01 ********** seg_pts ********** 1 2 1 2.863E+00 7.500E+00 2 0.000E+00 7.500E+00 3 -8.530E-01 7.500E+00 4 -8.530E-01 0.000E+00 5 -8.530E-01-7.500E+00 6 0.000E+00-7.500E+00 7 2.863E+00-7.500E+00 8 -1.370E-01 0.000E+00 ********** seg_bnd_f2s ********** 1 2 3 4 1 1.856E-02 1.694E-09-4.437E-09-2.603E-01 2 1.856E-02 0.000E+00-4.437E-09-0.000E+00 3 1.856E-02-5.046E-10-4.437E-09 7.754E-02 4 0.000E+00-5.046E-10-0.000E+00 7.754E-02 5 -1.856E-02-5.046E-10 4.437E-09 7.754E-02 6 -1.856E-02 0.000E+00 4.437E-09-0.000E+00 7 -1.856E-02 1.694E-09 4.437E-09-2.603E-01 8 0.000E+00-8.102E-11-0.000E+00 1.245E-02 ********** seg_shr_f2s ********** 1 2 1 0.000E+00 0.000E+00 2 3.078E-01 0.000E+00 3 0.000E+00 0.000E+00 4 0.000E+00 1.180E-01 5 0.000E+00-6.595E-09 6 3.078E-01-6.595E-09 7 0.000E+00-6.595E-09 8 2.662E-02 1.180E-01 ********** seg_torv_f2s ********** 1 2 1 2.434E-01 0.000E+00 2 2.434E-01 0.000E+00 3 2.434E-01 0.000E+00 4 0.000E+00 2.682E-01 5 2.434E-01 0.000E+00 6 2.434E-01 0.000E+00 7 2.434E-01 0.000E+00 8 0.000E+00 2.682E-01 ******************** cls_data_put ******************** ******************** cls_data_store - Class = ~C ******************** ******************** 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 ******************** cls_rsz_dba: action = PUT class = ~C ******************** cur_seg = 1 new_type = $$$$$$$$ ******************** model_inp_cnumber_get ******************** input_line <~w w12x50> ******************** model_inp_misc ******************** ******************** cls_inp_parse ******************** ******************** cls_inp_default_set ******************** ******************** cls_shape_set_defl ******************** ******************** cls_rsz_dba: action = DEFAULTS class = ~W ******************** cur_seg = 0 new_type = $$$$$$$$ ******************** cls_inp_parse ******************** ******************** cls_inp_sect_set ******************** ******************** cls_shape_table_get ******************** ******************** cls_shape_get - shape W12X50 ******************** exists = True ******************** cls_inp_sect_check ******************** ******************** type_type2group ******************** ******************** type_parse ******************** type = 301 type_group = 300 type_group_name = BEAM-PLATE type_group_branch = 3 type_branch = 1 type_branch_name = BEAM ******************** cls_rsz_dba: action = USE class = ~W ******************** cur_seg = 5 new_type = $$$$$$$$ ******************** cls_inp_sect_set ******************** seg_type = 5 seg_name = W12X50 cls_sn = DNV_W3 DNV_W3 $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ $$$$$$$$ DNV_W3 cls_scf = 1.000E+00-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01 -7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01-7.778E+01 -7.778E+01-7.778E+01 1.000E+00 ******************** cls_inp_finish ******************** ******************** cls_inp_store ******************** ******************** cls_seg_prop ******************** ******************** cls_seg_prop_sect ******************** ******************** cls_stiffner_props_set ******************** ******************** cls_sect_open ******************** dimensions 8.080E+00 1.219E+01 8.080E+00 4.040E+00 4.040E+00 3.700E-01 6.400E-01 6.400E-01 ******************** cls_sect_box_add ******************** ******************** cls_sect_box_ns_add ******************** ******************** cls_sect_box_ns_add ******************** a_box = 5.171E+00 width height 8.0799999 0.64000005 1 5.1712002754211426 ******************** cls_sect_box_add ******************** n_box = 1 seg_o_2cen = 2.089E+01 1.655E+00 yc xc = 4.040E+00 3.200E-01 w h = 8.080E+00 6.400E-01 ******************** cls_sect_box_add ******************** ******************** cls_sect_box_ns_add ******************** ******************** cls_sect_box_ns_add ******************** a_box = 4.037E+00 width height 0.37000000 10.909999 2 4.0366997718811035 ******************** cls_sect_box_add ******************** n_box = 2 seg_o_2cen = 3.720E+01 2.626E+01 yc xc = 4.040E+00 6.095E+00 w h = 3.700E-01 1.091E+01 ******************** cls_sect_top_flg_add ******************** ******************** cls_sect_box_add ******************** ******************** cls_sect_box_ns_add ******************** ******************** cls_sect_box_ns_add ******************** a_box = 5.171E+00 width height 8.0799999 0.64000005 3 5.1712002754211426 ******************** cls_sect_box_add ******************** n_box = 3 seg_o_2cen = 5.809E+01 8.764E+01 yc xc = 4.040E+00 1.187E+01 w h = 8.080E+00 6.400E-01 ******************** cls_sect_integr ******************** ******************** cls_sect_integr ******************** seg_o_2cen = 4.040E+00 6.095E+00 ******************** type = Flange ******************** n_box = 1 area = 5.171E+00 c_box = 4.040E+00 3.200E-01 dimen_box = 8.080E+00 6.400E-01 ry z = 0.000E+00-5.775E+00 iy z yz = 1.726E+02 2.813E+01 0.000E+00 ******************** type = Web ******************** n_box = 2 area = 4.037E+00 c_box = 4.040E+00 6.095E+00 dimen_box = 3.700E-01 1.091E+01 ry z = 0.000E+00-4.768E-07 iy z yz = 2.127E+02 2.818E+01 0.000E+00 ******************** type = Flange ******************** n_box = 3 area = 5.171E+00 c_box = 4.040E+00 1.187E+01 dimen_box = 8.080E+00 6.400E-01 ry z = 0.000E+00 5.775E+00 iy z yz = 3.853E+02 5.631E+01 0.000E+00 ******************** cls_sect_alpha ******************** y_p, z_p = 4.040E+00 6.095E+00 fact = 1.438E+01 min y z = 3.700E-01 6.400E-01 b y,z = 3.700E-01 1.219E+01 q y,z = 3.537E+01 1.063E+01 al y,z = 2.227E-01 3.567E+00 ******************** cls_sect_shr_cen ******************** ******************** cls_sect_f2s_bnd_mat ******************** ******************** cls_sect_pnt_define ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_pnt_add ******************** ******************** cls_sect_alpha ******************** y_p, z_p = 8.080E+00 1.219E+01 fact = 1.438E+01 min y z = 3.700E-01 6.400E-01 b y,z = 8.080E+00 1.280E+00 q y,z = 0.000E+00 0.000E+00 al y,z = 0.000E+00 0.000E+00 ******************** cls_sect_alpha ******************** y_p, z_p = 4.040E+00 1.219E+01 fact = 1.438E+01 min y z = 3.700E-01 6.400E-01 b y,z = 8.080E+00 1.219E+01 q y,z = 0.000E+00 1.063E+01 al y,z = 2.227E-01 0.000E+00 ******************** cls_sect_alpha ******************** y_p, z_p = 0.000E+00 1.219E+01 fact = 1.438E+01 min y z = 3.700E-01 6.400E-01 b y,z = 8.080E+00 6.400E-01 q y,z = 0.000E+00 0.000E+00 al y,z = 0.000E+00 0.000E+00 ******************** cls_sect_alpha ******************** y_p, z_p = 3.855E+00 6.095E+00 fact = 1.438E+01 min y z = 3.700E-01 6.400E-01 b y,z = 3.700E-01 1.280E+00 q y,z = 3.537E+01 1.042E+01 al y,z = 2.079E+00 3.567E+00 ******************** cls_sect_alpha ******************** y_p, z_p = 0.000E+00 0.000E+00 fact = 1.438E+01 min y z = 3.700E-01 6.400E-01 b y,z = 3.700E-01 6.400E-01 q y,z = 0.000E+00 0.000E+00 al y,z = 0.000E+00 0.000E+00 ******************** cls_sect_alpha ******************** y_p, z_p = 4.040E+00 0.000E+00 fact = 1.438E+01 min y z = 3.700E-01 6.400E-01 b y,z = 3.700E-01 1.219E+01 q y,z = 0.000E+00 1.063E+01 al y,z = 2.227E-01 0.000E+00 ******************** cls_sect_alpha ******************** y_p, z_p = 8.080E+00 0.000E+00 fact = 1.438E+01 min y z = 3.700E-01 6.400E-01 b y,z = 3.700E-01 1.280E+00 q y,z = 0.000E+00 0.000E+00 al y,z = 0.000E+00 0.000E+00 ******************** cls_sect_alpha ******************** y_p, z_p = 4.225E+00 6.095E+00 fact = 1.438E+01 min y z = 3.700E-01 6.400E-01 b y,z = 3.700E-01 1.219E+01 q y,z = 3.537E+01 1.042E+01 al y,z = 2.183E-01 3.567E+00 ******************** cls_sect_warp ******************** ******************** cls_sect_finish ******************** ******************** cls_sect_f2s_fix ******************** ******************** cls_seg_over ******************** ******************** cls_seg_over_geom ******************** ******************** cls_seg_over_code ******************** ******************** cls_seg_over_stiffners ******************** ******************** cls_seg_over_loads ******************** ******************** cls_seg_prop_code ******************** ******************** cls_seg_prop_beam_finish ******************** ******************** cls_sect_f2s_normal_fix ******************** ******************** cls_sect_f2s_bnd_mat ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** cls_sect_torv_get ******************** ******************** cls_sect_box_hit ******************** ******************** type_seg2name - class = ~W ******************** order = 5 seg_no = 5 ******************** cls_seg_prop - Type = IBEAM ******************** seg_name = W12X50 Dimensions ========== Dim 8.080E+00 1.219E+01 3.700E-01 6.400E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Reference is N Axis Weight Data =========== seg_wtpft = 1.079E-05 seg_dpft = 1.438E+01 seg_buoyr = 0.000E+00 seg_dragr = 6.095E+00 seg_appft = 6.095E+00 seg_windr = 6.095E+00 seg_areai = 0.000E+00 seg_areao = 1.438E+01 Section Properties ================== seg_reflect = False sym_y sym_z = True True A iy iz iyz j = 1.470E+01 3.940E+02 5.630E+01 0.000E+00 1.780E+00 seg_shr_alpha = 2.227E-01 3.567E+00 seg_o_2cen = 4.040E+00 6.095E+00 seg_shr_cen = 0.000E+00 1.982E-07 seg_2na = 0.000E+00 0.000E+00 seg_fat_t = 6.400E-01 seg_dw = 1.091E+01 seg_tw = 3.700E-01 seg_bf = 8.080E+00 seg_tf = 6.400E-01 seg_fecc = 0.000E+00 seg_cf_a = 5.171E+00 seg_s_depth = 1.219E+01 seg_rt = 2.194E+00 2.194E+00 seg_y_c = 5.778E+00 5.778E+00 seg_Iyc = 1.726E+02 1.726E+02 seg_p_n = 5.176E+02 seg_m_p = 2.603E+03 7.826E+02 seg_lambda_part = 2.949E+01 6.312E+00 Stress Stuff ============ seg_warp seg_tor_a = 1.877E+03 5.662E+01 seg_axi_f2s = 6.803E-02 6.803E-02 6.803E-02 6.803E-02 6.803E-02 6.803E-02 6.803E-02 6.803E-02 seg_hoop_f2s = 1.000E+00 1.000E+00 1.000E+00 1.000E+00 1.000E+00 1.000E+00 1.000E+00 1.000E+00 seg_torb_f2s = -7.430E-01-0.000E+00 7.430E-01 0.000E+00-7.430E-01 0.000E+00 7.430E-01-0.000E+00 seg_chk_shr_f2s = 9.669E-02 2.477E-01 ********** seg_pts ********** 1 2 1 4.040E+00 6.095E+00 2 0.000E+00 6.095E+00 3 -4.040E+00 6.095E+00 4 -1.850E-01 0.000E+00 5 -4.040E+00-6.095E+00 6 0.000E+00-6.095E+00 7 4.040E+00-6.095E+00 8 1.850E-01 0.000E+00 ********** seg_bnd_f2s ********** 1 2 3 4 1 1.547E-02 0.000E+00-0.000E+00-7.176E-02 2 1.547E-02 0.000E+00-0.000E+00-0.000E+00 3 1.547E-02-0.000E+00-0.000E+00 7.176E-02 4 0.000E+00-0.000E+00-0.000E+00 3.286E-03 5 -1.547E-02-0.000E+00 0.000E+00 7.176E-02 6 -1.547E-02 0.000E+00 0.000E+00-0.000E+00 7 -1.547E-02 0.000E+00 0.000E+00-7.176E-02 8 0.000E+00 0.000E+00-0.000E+00-3.286E-03 ********** seg_shr_f2s ********** 1 2 1 0.000E+00 0.000E+00 2 1.515E-02 0.000E+00 3 0.000E+00 0.000E+00 4 1.415E-01 2.427E-01 5 0.000E+00 0.000E+00 6 1.515E-02 0.000E+00 7 0.000E+00 0.000E+00 8 1.485E-02 2.427E-01 ********** seg_torv_f2s ********** 1 2 1 3.596E-01 0.000E+00 2 3.596E-01 0.000E+00 3 3.596E-01 0.000E+00 4 0.000E+00 2.079E-01 5 3.596E-01 0.000E+00 6 3.596E-01 0.000E+00 7 3.596E-01 0.000E+00 8 0.000E+00 2.079E-01 ******************** cls_data_put ******************** ******************** cls_data_store - Class = ~W ******************** ******************** 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 ******************** cls_rsz_dba: action = PUT class = ~W ******************** cur_seg = 1 new_type = $$$$$$$$ ******************** model_inp_cnumber_get ******************** input_line <&exec -diag none> Time To perform Inmodel : CP= 0.08 ends of chord are: >&apply -load @ 100 -force @ 100 >struct +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >lc_doit big #1001.00 Generating Loads on MODEL at Time 0.000 ======================================= Total Global Force 0.00 0.00 10.00 4 -74 0 Time To Generate Load Cases : CP= 0.01 >ssolve Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.01 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 +++ =========================================================== >joint d >beam load -detail >beam stress -detail >end +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.14 ======================== Total Units 0.14 ========================