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 $ $**************************************** 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 &default -nuse @ $ $**************************************** nodes $ *toff_1 0.0 0.0 0.0 *toff_2 10.0 0.0 0.0 *toref_1 0.0 0.0 10.0 *toref_2 10.0 0.0 10.0 *boff_1 0.0 0.0 20.0 *boff_2 10.0 0.0 20.0 *boref_1 0.0 0.0 30.0 *boref_2 10.0 0.0 30.0 $ $**************************************** loads $ &loop node ( *toff_2 *toref_2 *boff_2 *boref_2 ) nodlod #load %node 0 0 100 &endloop $ $**************************************** restraints $ ~r1 fix ~spa tube 10 1 -emod 1 &set last = &loop node ( *toff_1 *toref_1 *boff_1 *boref_1 ) rest ~r1 %node &if .not. &null(%last) &then beam ~spa %last %node &endif &set last = %node &endloop $ $**************************************** top $ ~p_na pri 10*12 1.0 ~p_top pri 10*12 1 -reference top beam top_off ~p_na -go 0 0 .5 *toff_1 *toff_2 beam top_ref ~p_top *toref_1 *toref_2 $ Page 2 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 +++ =============================================== $**************************************** bottom $ ~p_bot pri 10*12 1 -reference bottom beam bot_off ~p_na -go 0 0 -.5 *boff_1 *boff_2 beam bot_ref ~p_bot *boref_1 *boref_2 Page 3 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 -------- -------- --------- --------- --------- --------- --------- --------- *BOFF_1 LOAD 0.000 0.000 0.000 0.000 -0.000 0.000 *BOFF_2 LOAD -1.241 -0.000 198.634 0.000 -142.252 0.000 *BOREF_1 LOAD 0.000 0.000 0.000 0.000 -0.000 0.000 *BOREF_2 LOAD 1.241 0.000 198.634 0.000 -142.252 0.000 *TOFF_1 LOAD 0.000 0.000 0.000 0.000 -0.000 0.000 *TOFF_2 LOAD 1.241 0.000 198.634 0.000 -142.252 0.000 *TOREF_1 LOAD 0.000 0.000 0.000 0.000 -0.000 0.000 *TOREF_2 LOAD -1.241 -0.000 198.634 0.000 -142.252 0.000 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|00001 *TOFF_1 ~R1 LOAD -0.00 0.00 -100.00 0.00 1000.00 0.00 R1|00002 *TOREF_1 ~R1 LOAD 0.00 0.00 -100.00 0.00 1000.00 0.00 R1|00004 *BOFF_1 ~R1 LOAD 0.00 0.00 -100.00 0.00 1000.00 0.00 R1|00006 *BOREF_1 ~R1 LOAD 0.00 0.00 -100.00 0.00 1000.00 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- BOT_REF *BOREF_1 *BOREF_2 ~P_BOT LOAD 0.01 0.00 0.00 100.00 0.00 -999.83 0.00 0.0000 BOT_OFF *BOFF_1 *BOFF_2 ~P_NA LOAD 0.01 -0.00 0.00 100.00 0.00 -999.83 0.00 0.0000 TOP_OFF *TOFF_1 *TOFF_2 ~P_NA LOAD 0.01 0.00 0.00 100.00 0.00 -999.83 0.00 0.0000 TOP_REF *TOREF_1 *TOREF_2 ~P_TOP LOAD 0.01 -0.00 0.00 100.00 0.00 -999.83 0.00 0.0000 Page 6 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 -------- -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- BOT_REF *BOREF_1 *BOREF_2 ~P_BOT LOAD 0.01 0.00 0.00 -599.90 0.00 -599.90 0.00 0.00 599.90 16.66 BOT_OFF *BOFF_1 *BOFF_2 ~P_NA LOAD 0.01 0.00 -0.00 -599.90 0.00 -599.90 0.00 0.00 599.90 16.66 TOP_OFF *TOFF_1 *TOFF_2 ~P_NA LOAD 0.01 0.00 0.00 -599.90 0.00 -599.90 0.00 0.00 599.90 16.66 TOP_REF *TOREF_1 *TOREF_2 ~P_TOP LOAD 0.01 0.00 -0.00 -599.90 0.00 -599.90 0.00 0.00 599.90 16.66 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- BOT_REF *BOREF_1 *BOREF_2 ~P_BOT LOAD 415.7 3.5 0.01 0.00 -599.90 0.00 0.00 0.83 22.22 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 10.05 BOT_OFF *BOFF_1 *BOFF_2 ~P_NA LOAD 415.7 3.5 0.01 -0.00 -599.90 0.00 0.00 0.83 22.22 Eq H1-3 1.176 1.176 0.86 27.00 23.76 14.40 10.05 TOP_OFF *TOFF_1 *TOFF_2 ~P_NA LOAD 415.7 3.5 0.01 0.00 -599.90 0.00 0.00 0.83 22.22 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 10.05 TOP_REF *TOREF_1 *TOREF_2 ~P_TOP LOAD 415.7 3.5 0.01 -0.00 -599.90 0.00 0.00 0.83 22.22 Eq H1-3 1.176 1.176 0.86 27.00 23.76 14.40 10.05 Page 8 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 . . . . . . . . . . . . . . . . . 3 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 4 BEAM LOAD STANDARD . . . . . . . . . . . . . . . . . . 5 BEAM STRESS STANDARD . . . . . . . . . . . . . . . . . 6 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 7 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 8