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 +++ =============================================== $ $**************************************** macros $ ¯o lc_doit name case num = 1 &env %name &apply -force -fract @ 0 %case %num lcase -static %name &endmacro ¯o nodlod name node x = 0 y = 0 z = 0 mx = 0 \ my = 0 mz = 0 &describe load %node %node %name %node %x %y %z %mx %my %mz &endmacro &m_act nodlod null $ $**************************************** dimensions $ &dimen -dim feet kips $ $**************************************** describe body $ &describe body test &default -nuse @ $ *bp3 -5 -5 00 *bp4 5 -5 00 $ *qp3 -5 -5 10 *qp4 5 -5 10 *qp1 5 5 10 *qp2 -5 5 10 $ ~fixl fix x y z rx ry rz ~fixr fix x z rx ry ~fixa fix x y z rx ry rz rest ~fixl *qp2 rest ~fixr *qp3 rest ~fixa *bp3 ~pri pri .325 10 ~plate plate 1 -t_stiff 24 ~pri -z ~bea pri 10*12 1 -l_stiff 24 ~pri -z plate q ~plate -dir_local nodes *qp4 *qp1 *qp2 *qp3 beam b ~bea *bp3 *bp4 beam s ~bea *qp3 *bp3 &set force = -100 0000 100 nodlod #load *qp1 %force%/2 nodlod #load *qp4 %force%/2 nodlod #load *bp4 %force%/2 nodlod #load *bp4 %force%/2 Page 2 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 -------- -------- --------- --------- --------- --------- --------- --------- **IN0011 LOAD -0.003 -0.001 0.739 0.000 -1.356 0.000 *BP3 LOAD -0.000 0.000 0.000 0.000 -0.000 0.000 *BP4 LOAD -0.006 0.000 3.435 0.000 -2.460 0.000 *QP1 LOAD -0.006 0.000 3.433 1.556 -2.177 0.000 *QP2 LOAD -0.000 0.000 0.000 -0.000 -0.000 0.000 *QP3 LOAD -0.000 -0.002 0.000 0.000 -0.000 0.000 *QP4 LOAD -0.006 -0.002 3.433 -1.556 -2.177 0.000 Page 3 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIXA|003 *BP3 ~FIXA LOAD 199.36 0.22 -100.00 -1.12 995.09 0.00 FIXL|001 *QP2 ~FIXL LOAD 100.00 -0.22 -50.00 25.19 500.00 0.00 FIXR|002 *QP3 ~FIXR LOAD 100.64 0.00 -50.00 -26.31 498.55 0.00 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M L O A D S D E T A I L +++ ========================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist Axial /------ Shear -----/ /---- Bending ----/ Pressure Element /-- Node Names -/ Class Case From A Load Y Z Torque Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- B *BP3 *BP4 ~BEA LOAD 0.01 -200.00 0.00 100.00 0.00 -999.92 0.00 0.0000 50.00 -200.00 0.00 100.00 0.00 -499.92 0.00 0.0000 100.00 -200.00 0.00 100.00 0.00 -0.00 0.00 0.0000 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M S T R E S S D E T A I L +++ =========================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Load % Dist. /-- Bending --/ /--- Shear --/ Von Von M/ Element /-- Node Names -/ Class Case From A Hoop Axial -Y- -Z- Normal -Y- -Z- Mises Fy -------- -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- B *BP3 *BP4 ~BEA LOAD 0.01 0.00 -1.47 -23.98 0.00 -25.45 0.00 0.00 25.45 0.71 LOAD 0.01 0.00 -1.47 -23.98 0.00 -25.45 0.00 0.00 25.45 0.71 LOAD 0.01 0.00 -1.47 -23.98 0.00 -25.45 0.00 0.00 25.45 0.71 LOAD 0.01 0.00 -1.47 0.00 0.00 -1.47 0.00 0.03 1.47 0.04 LOAD 0.01 0.00 -1.47 204.23 0.00 202.76 0.00 0.00 202.76 5.63 LOAD 0.01 0.00 -1.47 204.23 0.00 202.76 0.00 0.00 202.76 5.63 LOAD 0.01 0.00 -1.47 204.23 0.00 202.76 0.00 0.00 202.76 5.63 LOAD 0.01 0.00 -1.47 0.00 0.00 -1.47 0.00 0.03 1.47 0.04 LOAD 50.00 0.00 -1.47 -11.99 0.00 -13.46 0.00 0.00 13.46 0.37 LOAD 50.00 0.00 -1.47 -11.99 0.00 -13.46 0.00 0.00 13.46 0.37 LOAD 50.00 0.00 -1.47 -11.99 0.00 -13.46 0.00 0.00 13.46 0.37 LOAD 50.00 0.00 -1.47 0.00 0.00 -1.47 0.00 0.03 1.47 0.04 LOAD 50.00 0.00 -1.47 102.11 0.00 100.64 0.00 0.00 100.64 2.80 LOAD 50.00 0.00 -1.47 102.11 0.00 100.64 0.00 0.00 100.64 2.80 LOAD 50.00 0.00 -1.47 102.11 0.00 100.64 0.00 0.00 100.64 2.80 LOAD 50.00 0.00 -1.47 0.00 0.00 -1.47 0.00 0.03 1.47 0.04 LOAD 100.00 0.00 -1.47 -0.00 0.00 -1.47 0.00 0.00 1.47 0.04 LOAD 100.00 0.00 -1.47 -0.00 0.00 -1.47 0.00 0.00 1.47 0.04 LOAD 100.00 0.00 -1.47 -0.00 0.00 -1.47 0.00 0.00 1.47 0.04 LOAD 100.00 0.00 -1.47 0.00 0.00 -1.47 0.00 0.03 1.47 0.04 LOAD 100.00 0.00 -1.47 0.00 0.00 -1.47 0.00 0.00 1.47 0.04 LOAD 100.00 0.00 -1.47 0.00 0.00 -1.47 0.00 0.00 1.47 0.04 LOAD 100.00 0.00 -1.47 0.00 0.00 -1.47 0.00 0.00 1.47 0.04 LOAD 100.00 0.00 -1.47 0.00 0.00 -1.47 0.00 0.03 1.47 0.04 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P L A T E S T R E S S D E T A I L +++ ============================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Load /- Membrane Stresses -/ /-- Bending Stresses -/ /- Principle Stresses / Element Class Case Subeleme SX SY SXY SX SY SXY S1 S2 Angle VonMise VonM/Fy -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- Q ~PLATE LOAD SE|00007 0.00 -1.47 -0.00 -15.90 -4.09 0.00 -5.56 -15.90 0.00 13.97 0.39 LOAD SE|00007 0.00 -1.47 -0.00 15.90 80.55 -0.00 79.08 15.90 -0.00 72.45 2.01 LOAD SE|00008 -0.00 -1.47 -0.00 -15.12 -5.19 6.30 -3.29 -18.48 28.06 17.07 0.47 LOAD SE|00008 -0.00 -1.47 -0.00 15.12 102.12 -6.30 101.12 14.65 -4.19 94.65 2.63 LOAD SE|00009 -0.00 -1.47 -0.00 -14.33 -6.28 0.00 -7.75 -14.34 0.00 12.43 0.35 LOAD SE|00009 -0.00 -1.47 -0.00 14.33 123.70 -0.00 122.23 14.33 -0.00 115.74 3.21 LOAD SE|00010 -0.00 -1.47 0.00 -15.12 -5.19 -6.30 -3.29 -18.48 -28.06 17.07 0.47 LOAD SE|00010 -0.00 -1.47 0.00 15.12 102.12 6.30 101.12 14.65 4.19 94.65 2.63 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P L A T E L O A D S / L E N G T H D E T A I L +++ ============================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Load /--- First End ---/ /-- Second End- --/ /---- Average Bending ----/ Average Element Class /---- Face ----/ Case Nor Forc Shr Forc Nor Forc Shr Forc SX SY SXY VonM/Fy -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- Q ~PLATE *QP4 *QP1 LOAD 0.00 20.01 0.01 20.00 15.12 102.12 -0.00 2.61 *QP1 *QP2 LOAD -0.02 -0.01 -0.06 -0.00 *QP2 *QP3 LOAD -0.00 -19.99 0.01 -20.00 *QP3 *QP4 LOAD 0.02 -0.01 -0.01 0.00 Page 8 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 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 2 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 3 BEAM LOADS DETAIL . . . . . . . . . . . . . . . . . . 4 BEAM STRESS DETAIL . . . . . . . . . . . . . . . . . . 5 PLATE STRESS DETAIL . . . . . . . . . . . . . . . . . 6 PLATE LOADS / LENGTH DETAIL . . . . . . . . . . . . . 7 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 8