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 @ 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 &descr -body model &default -nuse @ ~fix fix ~beam tube 10 .1 &describe part left *01 0 0 0 *015 5 0 0 *02 10 0 0 rest ~fix *01 beam ~beam *01 *015 *02 &describe part right *03 20 0 0 *035 25 0 0 *04 30 0 0 beam ~beam *03 *035 *04 rest ~fix *04 &describe part vert pconnect *v1 15 0 0 *v2 15 0 20 nodlod #loadx *v2 20 nodlod #loady *v2 0 20 beam ~beam *v1 *v2 beam ~beam *v1 *02 beam ~beam *v1 *03 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 -------- -------- --------- --------- --------- --------- --------- --------- *01 LOADX 0.000 0.000 0.000 0.000 -0.000 0.000 LOADY 0.000 0.000 0.000 -0.000 0.000 0.000 *015 LOADX 0.007 0.000 1.341 0.000 -1.812 0.000 LOADY 0.000 1.175 0.000 -9.706 0.000 1.866 *02 LOADX 0.013 0.000 2.637 0.000 0.088 0.000 LOADY 0.000 3.327 0.000 -19.411 0.000 1.866 *03 LOADX 0.013 0.000 -2.637 0.000 0.088 0.000 LOADY 0.000 3.327 0.000 -19.411 0.000 -1.866 *035 LOADX 0.007 0.000 -1.341 0.000 -1.812 0.000 LOADY 0.000 1.175 0.000 -9.706 0.000 -1.866 *04 LOADX 0.000 0.000 -0.000 0.000 -0.000 0.000 LOADY 0.000 0.000 0.000 -0.000 0.000 -0.000 *V1 LOADX 0.020 0.000 0.000 0.000 5.698 0.000 LOADY 0.000 4.502 0.000 -29.117 0.000 0.000 *V2 LOADX 107.558 0.000 0.000 0.000 35.561 0.000 LOADY 0.000 210.136 0.000 -58.980 0.000 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 D E T A I L +++ ================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIX|0001 *01 ~FIX LOADX -10.00 0.00 -19.88 0.00 98.24 0.00 LOADY 0.00 -10.00 0.00 200.00 0.00 -75.00 FIX|0006 *04 ~FIX LOADX -10.00 0.00 19.88 0.00 98.24 0.00 LOADY 0.00 -10.00 0.00 200.00 0.00 75.00 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T E N V E L O P E S T A N D A R D +++ ============================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class X Y Z X Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIX|0001 *01 ~FIX 0.00 0.00 0.00 200.00 98.24 0.00 -10.00 -10.00 -19.88 0.00 0.00 -75.00 FIX|0006 *04 ~FIX 0.00 0.00 19.88 200.00 98.24 75.00 -10.00 -10.00 0.00 0.00 0.00 0.00 Page 5 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- BEAM|002 *01 *015 ~BEAM LOADX 0.02 10.00 0.00 19.88 0.00 -98.21 0.00 0.0000 BEAM|003 *015 *02 ~BEAM LOADX 0.02 10.00 0.00 19.88 0.00 1.21 0.00 0.0000 BEAM|004 *03 *035 ~BEAM LOADX 0.02 -10.00 0.00 19.88 0.00 -100.55 0.00 0.0000 BEAM|005 *035 *04 ~BEAM LOADX 0.02 -10.00 0.00 19.88 0.00 -1.14 0.00 0.0000 BEAM|007 *V1 *V2 ~BEAM LOADX 0.00 0.00 20.00 0.00 0.00 0.00 399.97 0.0000 BEAM|008 *V1 *02 ~BEAM LOADX 0.02 10.00 0.00 -19.88 0.00 199.97 0.00 0.0000 BEAM|009 *V1 *03 ~BEAM LOADX 0.02 -10.00 0.00 19.88 0.00 -199.97 0.00 0.0000 Page 6 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 DETAIL . . . . . . . . . . . . . . . . 3 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 4 BEAM LOAD STANDARD . . . . . . . . . . . . . . . . . . 5 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 6