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 &default -nuse @ ¯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 &describe body model *j1 0 0 0 *j2 10 0 10 *j3 20 0 0 ~t tube 30 1 beam ~t -loa 0 0 120 *j1 *j2 beam ~t -lob 0 0 120 *j2 *j3 ~r1 fix x y z rx rz ~r2 fix x z rx rest ~r1 *j1 rest ~r2 *j3 nodlod #horiz *j2 10 nodlod #vert *j2 0 0 -10 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 -------- -------- --------- --------- --------- --------- --------- --------- *J1 HORIZ 0.000 0.000 0.000 0.000 0.006 0.000 VERT 0.000 0.000 0.000 0.000 0.000 0.000 *J2 HORIZ 0.012 0.000 0.000 0.000 -0.002 0.000 VERT 0.000 0.000 -0.004 0.000 0.000 0.000 *J3 HORIZ 0.000 0.000 0.000 0.000 0.006 0.000 VERT 0.000 0.000 0.000 0.000 -0.000 0.000 Page 3 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- T|000001 *J1 *J2 ~T HORIZ 0.01 5.00 0.00 5.00 0.00 -49.99 0.00 0.0000 T|000002 *J2 *J3 ~T HORIZ 0.01 -5.00 0.00 5.00 0.00 0.01 0.00 0.0000 Page 4 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- R1|00003 *J1 ~R1 HORIZ -5.00 0.00 -5.00 0.00 0.00 0.00 VERT 2.48 0.00 5.00 0.00 0.00 0.00 R2|00004 *J3 ~R2 HORIZ -5.00 0.00 5.00 0.00 0.00 0.00 VERT -2.48 0.00 5.00 0.00 0.00 0.00 Page 5 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 -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- R1|00003 *J1 ~R1 2.48 0.00 5.00 0.00 0.00 0.00 -5.00 0.00 -5.00 0.00 0.00 0.00 R2|00004 *J3 ~R2 -2.48 0.00 5.00 0.00 0.00 0.00 -5.00 0.00 5.00 0.00 0.00 0.00 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 BEAM LOAD STANDARD . . . . . . . . . . . . . . . . . . 3 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 4 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 5 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 6