Page 1 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ 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 $ &default -nuse @ &describe body test $ *bp3 -5 -5 00 *bp4 5 -5 00 $ *qp3 -5 -5 10 *qp4 5 -5 10 *qp1 5 5 10 *qp2 -5 5 10 $ &set off = -go 0 0 2.5 &set off = ~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 -l_stiff 24 ~pri +z -refer bottom ~bea pri 10*12 1 -l_stiff 24 ~pri +z -refer bottom ~spa pri 10*12 1 -emod 1 plate q ~plate *qp3 *qp4 *qp1 *qp2 beam b ~bea %off *bp3 *bp4 beam s ~spa *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 *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ 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 0.696 0.000 -1.275 -0.000 *BP3 LOAD -0.000 -0.000 0.000 0.000 -0.000 -0.000 *BP4 LOAD 0.042 -0.000 3.335 0.000 -2.365 -0.000 *QP1 LOAD -0.006 0.000 3.251 1.495 -2.056 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 3.251 -1.495 -2.056 -0.000 Page 3 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ 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 200.00 0.00 -100.00 -0.00 1000.00 0.00 FIXL|001 *QP2 ~FIXL LOAD 100.00 -0.00 -50.00 24.42 500.00 0.00 FIXR|002 *QP3 ~FIXR LOAD 100.00 0.00 -50.00 -24.42 500.00 0.00 Page 4 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ 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 -980.57 0.00 0.0000 50.00 -200.00 0.00 100.00 0.00 -480.65 -0.00 0.0000 100.00 -200.00 0.00 100.00 0.00 19.27 -0.00 0.0000 Page 5 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ 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 -200.28 -0.00 -201.75 0.00 0.00 201.75 5.60 LOAD 0.01 0.00 -1.47 -200.28 0.00 -201.75 0.00 0.00 201.75 5.60 LOAD 0.01 0.00 -1.47 -200.28 0.00 -201.75 0.00 0.00 201.75 5.60 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 23.52 0.00 22.05 0.00 0.00 22.05 0.61 LOAD 0.01 0.00 -1.47 23.52 -0.00 22.05 0.00 0.00 22.05 0.61 LOAD 0.01 0.00 -1.47 23.52 -0.00 22.05 0.00 0.00 22.05 0.61 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 -98.17 0.00 -99.64 0.00 0.00 99.64 2.77 LOAD 50.00 0.00 -1.47 -98.17 0.00 -99.64 0.00 0.00 99.64 2.77 LOAD 50.00 0.00 -1.47 -98.17 -0.00 -99.64 0.00 0.00 99.64 2.77 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 11.53 -0.00 10.06 0.00 0.00 10.06 0.28 LOAD 50.00 0.00 -1.47 11.53 0.00 10.06 0.00 0.00 10.06 0.28 LOAD 50.00 0.00 -1.47 11.53 0.00 10.06 0.00 0.00 10.06 0.28 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 3.94 0.00 2.47 0.00 0.00 2.47 0.07 LOAD 100.00 0.00 -1.47 3.94 0.00 2.47 0.00 0.00 2.47 0.07 LOAD 100.00 0.00 -1.47 3.94 -0.00 2.47 0.00 0.00 2.47 0.07 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 -0.46 -0.00 -1.93 0.00 0.00 1.93 0.05 LOAD 100.00 0.00 -1.47 -0.46 0.00 -1.93 0.00 0.00 1.93 0.05 LOAD 100.00 0.00 -1.47 -0.46 0.00 -1.93 0.00 0.00 1.93 0.05 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 *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ 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 -1.47 0.00 -0.00 -101.34 -14.65 6.35 -14.20 -103.27 4.10 96.95 2.69 LOAD SE|00007 -1.47 0.00 -0.00 4.90 14.65 -6.35 17.52 0.57 -24.28 17.24 0.48 LOAD SE|00008 -1.47 -0.00 0.00 -80.42 -15.43 0.00 -15.43 -81.89 0.00 75.36 2.09 LOAD SE|00008 -1.47 -0.00 0.00 3.89 15.43 -0.00 15.43 2.42 0.00 14.37 0.40 LOAD SE|00009 -1.47 0.00 0.00 -101.34 -14.65 -6.35 -14.20 -103.27 -4.10 96.95 2.69 LOAD SE|00009 -1.47 0.00 0.00 4.90 14.65 6.35 17.52 0.57 24.28 17.24 0.48 LOAD SE|00010 -1.47 0.00 0.00 -122.27 -13.88 -0.00 -13.88 -123.74 -0.00 117.42 3.26 LOAD SE|00010 -1.47 0.00 0.00 5.91 13.88 0.00 13.88 4.44 0.00 12.27 0.34 Page 7 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ 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 *QP3 *QP4 LOAD 0.00 -0.00 -0.00 0.00 -101.34 -14.65 -0.00 2.68 *QP4 *QP1 LOAD -20.00 0.00 -20.00 0.00 *QP1 *QP2 LOAD 0.00 0.00 0.00 0.00 *QP2 *QP3 LOAD 20.00 -0.00 20.00 0.00 Page 8 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ 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