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 @ $ $**************************************** macro $ ¯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 $ $**************************************** body $ &describe body model $ $**************************************** nodes $ *scen_1 0.0 0.0 0.0 *scen_2 10.0 0.0 0.0 $ $**************************************** loads $ &loop node ( *scen_2 ) nodlod #l_cen %node 0 0 100 nodlod #l_off %node 0 0 100 100*1.27/12 &endloop $ $**************************************** restraints $ ~r1 fix ~spa tube 10 1 -emod 1 &set last = &loop node ( *scen_1 ) rest ~r1 %node &endloop $ $**************************************** top $ ~l angle 10 10 1 1 beam ~l *scen_1 *scen_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 -------- -------- --------- --------- --------- --------- --------- --------- *SCEN_1 L_CEN 0.000 0.000 0.000 0.000 -0.000 0.000 L_OFF 0.000 0.000 0.000 0.000 -0.000 0.000 *SCEN_2 L_CEN 0.000 9.610 17.246 -7.840 -12.169 7.205 L_OFF 0.000 10.370 17.072 5.399 -12.169 7.205 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- R1|00001 *SCEN_1 ~R1 L_CEN 0.00 0.00 -100.00 0.00 1000.00 0.00 L_OFF 0.00 0.00 -100.00 -10.58 1000.00 0.00 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 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- R1|00001 *SCEN_1 ~R1 L_CEN 0.00 0.00 -100.00 0.00 1000.00 0.00 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D S U M M A R Y +++ =================================================== 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- R1|00001 *SCEN_1 ~R1 L_CEN 0.00 0.00 -100.00 0.00 1000.00 0.00 Page 6 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- L|000002 *SCEN_1 *SCEN_2 ~L L_CEN 0.01 0.00 0.00 100.00 -0.00 -999.83 -0.00 0.0000 L|000002 *SCEN_1 *SCEN_2 ~L L_OFF 0.01 0.00 0.00 100.00 10.58 -999.83 -0.00 0.0000 L|000002 *SCEN_1 *SCEN_2 ~L L_CEN 50.00 0.00 0.00 100.00 -0.00 -499.92 -0.00 0.0000 L|000002 *SCEN_1 *SCEN_2 ~L L_OFF 50.00 0.00 0.00 100.00 10.58 -499.92 -0.00 0.0000 L|000002 *SCEN_1 *SCEN_2 ~L L_CEN 100.00 0.00 0.00 100.00 -0.00 0.00 -0.00 0.0000 L|000002 *SCEN_1 *SCEN_2 ~L L_OFF 100.00 0.00 0.00 100.00 10.58 0.00 -0.00 0.0000 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- L|000002 *SCEN_1 *SCEN_2 ~L L_OFF 39.0 39.0 0.01 0.00 -731.95 433.38 0.00 11.11 52.13 Eq H1-3 1.176 1.176 19.27 21.60 23.76 14.40 14.40 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M S T R E S S S T A N D A R D +++ =============================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Stresses For Most Severe Load Case with Von Mises Stresses/Fy Greater Than 0 Load % Dist. /-- Bending --/ /--- Shear --/ Von Von M/ Element /-- Node Names -/ Class Case From A Hoop Axial -Y- -Z- Normal -Y- -Z- Mises Fy -------- -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- L|000002 *SCEN_1 *SCEN_2 ~L L_OFF 0.01 0.00 0.00 294.40 -174.31 385.61 21.48 -0.00 387.40 10.76 Page 9 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 LOAD STANDARD . . . . . . . . . . . . . . . 4 RESTRAINT LOAD SUMMARY . . . . . . . . . . . . . . . . 5 BEAM LOADS DETAIL . . . . . . . . . . . . . . . . . . 6 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 7 BEAM STRESS STANDARD . . . . . . . . . . . . . . . . . 8 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 9