Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * *************************************************************************************************************** +++ I M A G E S O F I N P U T D A T A +++ =============================================== ¯o lc_doit name case num = 1 &env %name &apply -force -fract %case %num lcase -static %name &endmacro &default -nuse #dead &describe body model *j_11 0.0 0.0 0.0 *j_21 0.0 0.0 20.0 *j_12 0.0 10.0 0.0 *j_22 0.0 10.0 20.0 *j_13 0.0 20.0 0.0 *j_23 0.0 20.0 20.0 *j_14 0.0 30.0 0.0 *j_24 0.0 30.0 20.0 $ ~tee tee 20 60 1.5 1 ~r_tee tee 20 60 1.5 1 -reflect ~sp Pri .5 .5 $ beam ~sp *j_11 *j_12 *j_13 *j_14 beam tee ~tee *j_11 *j_21 beam t_rot ~tee -ca 180 *j_12 *j_22 beam r_tee ~r_tee *j_13 *j_23 $ ~r1 fix rest ~r1 *j_11 rest ~r1 *j_12 rest ~r1 *j_14 #1001.00 ~@ -1 0 3 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * *************************************************************************************************************** +++ C L A S S D I M E N S I O N S S U M M A R Y +++ ======================================================= Class Property /------------------------------- Segment Dimensions (in) -------------------------------/ Name No %Length Length Type A B C D E F G H PT PW -------- -- -------- ------ -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ~R_TEE 1 TEE 20.000 60.000 1.500 1.000 ~SP 1 PRI 0.500 0.500 ~TEE 1 TEE 20.000 60.000 1.500 1.000 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * *************************************************************************************************************** +++ M A T E R I A L A N D R E D E S I G N S U M M A R Y +++ ================================================================= Youngs Thermal Yield Ultimate Breaking Class Seg. Modulus Poissons Coef Stress Stress Strength Specific /------- Redesign -------/ Name No. (Ksi) Ratio (1/Deg F) (Ksi) (Ksi) (kips) Gravity Selector kl/r Lim d/t Lim -------- ---- --------- --------- --------- --------- --------- --------- --------- -------- -------- -------- ~R_TEE 1 2.90E+04 0.300 6.50E-06 36.00 60.00 6510.00 7.85 WT@ ~SP 1 2.90E+04 0.300 6.50E-06 36.00 60.00 15.00 7.85 PR@ ~TEE 1 2.90E+04 0.300 6.50E-06 36.00 60.00 6510.00 7.85 WT@ Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * *************************************************************************************************************** +++ C L A S S S E C T I O N S U M M A R Y +++ ================================================= Stiffner Spacing is in Inches Class Seg. Area /---- Shear Alpha --/ /------- Inertia (in**4) ------/ /--- Trans. Stiff --/ /--- Long. Stiff ---/ Name No. (in**2) Y Z J Y Z Class Where Space Class Where Space -------- ---- ---------- ---------- ---------- ---------- ---------- ---------- -------- ----- ------ -------- ----- ------ ~R_TEE 1 108.50 0.1762 1.6496 7.177E+01 4.036E+04 6.833E+02 ~SP 1 0.25 1.5000 1.5000 7.708E-03 5.208E-03 5.208E-03 ~TEE 1 108.50 0.1762 1.6496 7.177E+01 4.036E+04 6.833E+02 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * *************************************************************************************************************** +++ J O I N T D I S P L A C E M E N T S +++ ============================================= In Body Part System Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/ Name Case X Y Z X Y Z -------- -------- --------- --------- --------- --------- --------- --------- *J_11 BIG -0.000 0.000 0.000 0.000 -0.000 0.000 *J_12 BIG -0.000 0.000 0.000 0.000 -0.000 0.000 *J_13 BIG -1.4302E4 0.000 42904.969 0.001 -9.5962E4 -8204.704 *J_14 BIG -0.000 0.000 0.000 -0.000 -0.000 -0.000 *J_21 BIG -1.745 -0.000 0.002 0.000 -0.555 0.000 *J_22 BIG -1.745 -0.000 0.002 0.000 -0.555 0.000 *J_23 BIG -4.1626E5 -0.004 42904.973 0.001 -9.5962E4 -8204.704 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D S T A N D A R D +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with FX Greater Than 0 /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- R1|00007 *J_11 ~R1 BIG 25.00 0.00 -75.00 -25.00 200.00 -28.49 R1|00008 *J_12 ~R1 BIG 54.01 0.00 -135.00 -225.00 300.00 -84.88 R1|00009 *J_14 ~R1 BIG 10.99 0.00 -60.00 250.00 100.00 53.30 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * *************************************************************************************************************** +++ B E A M L O A D S T A N D A R D +++ =========================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Forces For Most Severe Load Case with Axial Load Greater Than 0 % Dist Axial /------ Shear -----/ /---- Bending ----/ Pressure Element /-- Node Names -/ Class Case From A Load Y Z Torque Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- R_TEE *J_13 *J_23 ~R_TEE BIG 0.00 94.00 -21.00 -0.00 -120.41 0.00 -199.82 0.0000 TEE *J_11 *J_21 ~TEE BIG 0.00 60.00 -20.00 0.00 20.16 0.00 -199.98 0.0000 T_ROT *J_12 *J_22 ~TEE BIG 0.00 60.00 20.00 0.00 -20.16 0.00 199.97 0.0000 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * *************************************************************************************************************** +++ B E A M S T R E S S S T A N D A R D +++ =============================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Stresses For Most Severe Load Case with Von Mises Stresses/Fy Greater Than 0 Load % Dist. /-- Bending --/ /--- Shear --/ Von Von M/ Element /-- Node Names -/ Class Case From A Hoop Axial -Y- -Z- Normal -Y- -Z- Mises Fy -------- -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- R_TEE *J_13 *J_23 ~R_TEE BIG 100.00 0.00 0.31 0.00 3.54 218.74 -20.13 0.00 221.51 6.15 TEE *J_11 *J_21 ~TEE BIG 0.00 0.00 0.55 0.00 35.12 71.64 3.37 0.00 71.88 2.00 T_ROT *J_12 *J_22 ~TEE BIG 0.00 0.00 0.55 0.00 35.12 71.64 -3.37 0.00 71.88 2.00 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- R_TEE *J_13 *J_23 ~R_TEE BIG 12.4 95.6 0.00 0.87 0.00 35.09 -1.05 -0.00 2.04 Eq H1-3 1.000 1.000 17.55 17.55 17.55 14.40 14.40 TEE *J_11 *J_21 ~TEE BIG 12.4 95.6 0.00 0.55 0.00 35.12 -1.00 0.00 2.03 Eq H1-3 1.000 1.000 17.55 17.55 17.55 14.40 14.40 T_ROT *J_12 *J_22 ~TEE BIG 12.4 95.6 0.00 0.55 0.00 -35.12 1.00 0.00 2.03 Eq H1-3 1.000 1.000 17.55 17.55 17.55 14.40 14.40 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== IMAGES OF INPUT DATA . . . . . . . . . . . . . . . . . 1 CLASS DIMENSIONS SUMMARY . . . . . . . . . . . . . . . 2 MATERIAL AND REDESIGN SUMMARY . . . . . . . . . . . . 3 CLASS SECTION SUMMARY . . . . . . . . . . . . . . . . 4 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 5 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 6 BEAM LOAD STANDARD . . . . . . . . . . . . . . . . . . 7 BEAM STRESS STANDARD . . . . . . . . . . . . . . . . . 8 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 9 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 10