Page 1 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 -------- -------- --------- --------- --------- --------- --------- --------- *GROUND LC1 0.000 0.000 0.000 0.000 0.000 0.000 LC2 0.000 0.000 0.000 0.000 0.000 0.000 *01 LC1 0.000 0.000 0.000 0.000 1.147 0.000 LC2 0.000 0.000 0.000 0.000 -1.147 0.000 *02 LC1 0.000 0.000 -1.805 0.000 0.285 0.000 LC2 0.000 0.000 1.805 0.000 -0.285 0.000 *03 LC1 0.000 0.000 0.000 0.000 -2.301 0.000 LC2 0.000 0.000 0.000 0.000 2.301 0.000 *04 LC1 0.000 0.000 3.022 0.000 -3.163 0.000 LC2 0.000 0.000 -3.022 0.000 3.163 0.000 Page 2 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 *01 ~ONE LC1 0.00 0.00 1.25 0.00 0.00 0.00 LC2 0.00 0.00 -1.25 0.00 0.00 0.00 THRE|002 *03 ~THREE LC1 0.00 0.00 -6.25 0.00 0.00 0.00 LC2 0.00 0.00 6.25 0.00 0.00 0.00 TWO|0006 *02 *GROUND ~TWO LC1 0.00 0.00 0.00 0.00 0.00 0.00 LC2 0.00 0.00 0.00 0.00 0.00 0.00 Page 3 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 *01 ~ONE 0.00 0.00 1.25 0.00 0.00 0.00 0.00 0.00 -1.25 0.00 0.00 0.00 THRE|002 *03 ~THREE 0.00 0.00 6.25 0.00 0.00 0.00 0.00 0.00 -6.25 0.00 0.00 0.00 TWO|0006 *02 *GROUND ~TWO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 4 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|003 *01 *02 ~CLASS LC1 0.01 0.00 0.00 -1.25 0.00 -0.00 0.00 0.0000 CLAS|004 *02 *03 ~CLASS LC1 0.01 0.00 0.00 -1.25 0.00 -12.50 0.00 0.0000 CLAS|005 *03 *04 ~CLASS LC1 0.02 0.00 0.00 5.00 0.00 -24.99 0.00 0.0000 Page 5 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 -------- -------- --------- --------- --------- --------- --------- --------- *GROUND LC1 0.000 0.000 0.000 0.000 0.000 0.000 LC2 0.000 0.000 0.000 0.000 0.000 0.000 *01 LC1 0.000 0.000 0.000 0.000 -0.141 0.000 LC2 0.000 0.000 0.000 0.000 -1.147 0.000 *02 LC1 0.000 0.000 -0.000 0.000 0.285 0.000 LC2 0.000 0.000 1.805 0.000 -0.285 0.000 *03 LC1 0.000 0.000 0.000 0.000 -1.014 0.000 LC2 0.000 0.000 0.000 0.000 2.301 0.000 *04 LC1 0.000 0.000 1.674 0.000 -1.876 0.000 LC2 0.000 0.000 -3.022 0.000 3.163 0.000 Page 6 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 *01 ~ONE LC1 -0.04 0.00 -0.62 0.00 0.00 0.00 LC2 0.00 0.00 -1.25 0.00 0.00 0.00 THRE|002 *03 ~THREE LC1 0.00 0.00 -8.12 0.00 0.00 0.00 LC2 0.00 0.00 6.25 0.00 0.00 0.00 TWO|0006 *02 *GROUND ~TWO LC1 0.00 0.00 3.73 0.00 0.00 0.00 LC2 0.00 0.00 0.00 0.00 0.00 0.00 Page 7 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 *01 ~ONE 0.00 0.00 -0.62 0.00 0.00 0.00 -0.04 0.00 -1.25 0.00 0.00 0.00 THRE|002 *03 ~THREE 0.00 0.00 6.25 0.00 0.00 0.00 0.00 0.00 -8.12 0.00 0.00 0.00 TWO|0006 *02 *GROUND ~TWO 0.00 0.00 3.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 8 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|003 *01 *02 ~CLASS LC1 0.01 0.04 0.00 0.62 0.00 0.00 0.00 -0.0001 CLAS|004 *02 *03 ~CLASS LC2 0.01 -0.00 0.00 1.25 0.00 12.50 0.00 -0.0001 CLAS|005 *03 *04 ~CLASS LC2 0.02 0.00 0.00 -5.00 0.00 24.99 0.00 -0.0001 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 +++ ===================================== JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 1 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 2 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 3 BEAM LOAD STANDARD . . . . . . . . . . . . . . . . . . 4 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 5 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 6 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 7 BEAM LOAD STANDARD . . . . . . . . . . . . . . . . . . 8 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 9