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 &default -nuse @ &descr -body model *01 0 0 0 *02 10 0 0 *03 20 0 0 *04 30 0 0 ~beam tube 10 .1 ~rest gspr x 1e5 y 1e5 z 1e5 ~fix fix beam ~beam *01 *02 beam ~beam *03 *04 rest ~fix *01 rest ~fix *04 rest ~rest *02 *03 nodlod #loadx *03 20 nodlod #loady *03 0 20 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 *02 LOADX 0.013 0.000 0.000 0.000 0.000 0.000 LOADY 0.000 5.281 0.000 0.000 0.000 3.732 *03 LOADX 0.014 0.000 0.000 0.000 0.000 0.000 LOADY 0.000 5.282 0.000 0.000 0.000 -3.733 *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 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|0003 *01 ~FIX LOADX -9.57 0.00 0.00 0.00 0.00 0.00 LOADY 0.00 -10.00 0.00 0.00 0.00 -99.99 FIX|0004 *04 ~FIX LOADX -10.43 0.00 0.00 0.00 0.00 0.00 LOADY 0.00 -10.00 0.00 0.00 0.00 100.01 REST|005 *02 *03 ~REST LOADX 9.57 0.00 0.00 0.00 0.00 0.00 LOADY 0.00 10.00 0.00 0.00 0.00 0.00 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|0003 *01 ~FIX 0.00 0.00 0.00 0.00 0.00 0.00 -9.57 -10.00 0.00 0.00 0.00 -99.99 FIX|0004 *04 ~FIX 0.00 0.00 0.00 0.00 0.00 100.01 -10.43 -10.00 0.00 0.00 0.00 0.00 REST|005 *02 *03 ~REST 9.57 10.00 0.00 0.00 0.00 0.00 0.00 0.00 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|001 *01 *02 ~BEAM LOADX 0.01 9.57 0.00 0.00 0.00 0.00 0.00 0.0000 BEAM|002 *03 *04 ~BEAM LOADX 0.01 -10.43 0.00 0.00 0.00 0.00 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