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 &describe body model &default -nuse #dead ~one fix x y z rx rz ~twoa gap 0.1 ~twob gap 0 rest ~one *a01 rest -euler_angles z+ ~twoa *a02 rest -euler_angles z+ ~twob *a02 *a01 0 0 0 *a02 20 0 0 *b01 0 0 10 *b02 20 0 10 ~class tube 30 1 beam ~class *a01 *b01 *b02 *a02 #lc1 *b01 *b02 0 0 -10 -a 10 -length 0 nodlod #lc2 *a02 -0.5 0 0 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M F O R C E S F O R P A R T M O D E L +++ =========================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified /------------- ----- I N T E N S I T I E S ----------------/ NAME LOAD SET NODE DISTANCE X Y Z MX MY MZ CLAS|005 #LC1 *B01 10.00 0.000 0.000 -10.000 0.000 0.000 0.000 *B02 10.00 0.000 0.000 -10.000 0.000 0.000 0.000 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 -------- -------- --------- --------- --------- --------- --------- --------- *A01 LC1 0.000 0.000 0.000 0.000 0.005 0.000 *A02 LC1 0.023 0.000 -0.000 0.000 -0.005 0.000 *B01 LC1 0.011 0.000 -0.000 0.000 0.006 0.000 *B02 LC1 0.011 0.000 -0.000 0.000 -0.006 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- ONE|0001 *A01 ~ONE LC1 0.50 0.00 5.00 0.00 0.00 0.00 TWOA|002 *A02 ~TWOA LC1 0.50 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 -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- ONE|0001 *A01 ~ONE 0.50 0.00 5.00 0.00 0.00 0.00 0.50 0.00 5.00 0.00 0.00 0.00 TWOA|002 *A02 ~TWOA 0.50 0.00 -5.00 0.00 0.00 0.00 0.50 0.00 -5.00 0.00 0.00 0.00 Page 6 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- CLAS|004 *A01 *B01 ~CLASS LC1 0.01 -5.00 -0.50 0.00 0.00 0.00 0.00 0.0000 CLAS|005 *B01 *B02 ~CLASS LC1 50.00 -0.50 0.00 5.00 0.00 -45.00 0.00 0.0000 CLAS|006 *B02 *A02 ~CLASS LC1 0.01 -5.00 0.50 0.00 0.00 0.00 5.00 0.0000 Page 7 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 -------- -------- --------- --------- --------- --------- --------- --------- *A01 LC1 0.000 0.000 0.000 0.000 0.007 0.000 LC2 0.000 0.000 0.000 0.000 0.005 0.000 *A02 LC1 0.031 0.000 0.000 0.000 -0.007 0.000 LC2 0.023 0.000 -0.000 0.000 -0.005 0.000 *B01 LC1 0.016 0.000 -0.000 0.000 0.007 0.000 LC2 0.011 0.000 -0.000 0.000 0.006 0.000 *B02 LC1 0.016 0.000 -0.000 0.000 -0.007 0.000 LC2 0.011 0.000 -0.000 0.000 -0.006 0.000 Page 8 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- ONE|0001 *A01 ~ONE LC1 0.00 0.00 5.00 0.00 0.00 0.00 LC2 0.50 0.00 5.00 0.00 0.00 0.00 TWOB|003 *A02 ~TWOB LC1 -0.00 0.00 -5.00 0.00 0.00 0.00 LC2 -0.00 0.00 -5.00 0.00 0.00 0.00 Page 9 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 -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- ONE|0001 *A01 ~ONE 0.50 0.00 5.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 TWOB|003 *A02 ~TWOB -0.00 0.00 -5.00 0.00 0.00 0.00 -0.00 0.00 -5.00 0.00 0.00 0.00 Page 10 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- CLAS|004 *A01 *B01 ~CLASS LC2 0.01 -5.00 -0.50 0.00 0.00 0.00 0.00 0.0000 CLAS|005 *B01 *B02 ~CLASS LC2 50.00 -0.50 0.00 5.00 0.00 -45.00 0.00 0.0000 CLAS|006 *B02 *A02 ~CLASS LC2 0.01 -5.00 0.50 0.00 0.00 0.00 5.00 0.0000 Page 11 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 BEAM FORCES FOR PART MODEL . . . . . . . . . . . . . . 2 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 3 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 4 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 5 BEAM LOAD STANDARD . . . . . . . . . . . . . . . . . . 6 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 7 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 8 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 9 BEAM LOAD STANDARD . . . . . . . . . . . . . . . . . . 10 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 11