Page 1 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- SUPO|001 *1 ~SUPO SS1090 0.00 -0.19 -1.03 12.82 -205.91 38.82 T10 -0.00 -929.93 -15869.96 194794.09 3.1739E6 -1.8598E5 T11 -0.00 985.75 -9600.39 123858.16 1.92E6 197150.38 T15 -0.00 118.55 -5597.06 17792.45 1.1194E6 23709.99 Page 2 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 -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- SUPO|001 *1 ~SUPO 0.00 985.75 -1.03 194794.09 3.1739E6 197150.38 -0.00 -929.93 -15869.96 12.82 -205.91 -1.8598E5 Page 3 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TSTBEAM *2 *4 ~TUBE SS1090 0.00 -7409.19 0.00 -1686.19 0.00 337235.03 0.43 0.0000 TSTBEAM *2 *4 ~TUBE T10 0.00 -6241.00 -0.00 129.92 0.00 -25983.94 -0.24 0.0000 TSTBEAM *2 *4 ~TUBE T11 0.00 -6185.22 0.00 293.59 0.00 -58716.70 0.30 0.0000 TSTBEAM *2 *4 ~TUBE T15 0.00 -6231.83 0.00 -861.90 0.00 172378.41 0.23 0.0000 TSTBEAM *2 *4 ~TUBE SS1090 50.00 -7409.19 0.00 -1686.19 0.00 -1.6861E5 0.21 0.0000 TSTBEAM *2 *4 ~TUBE T10 50.00 -6241.00 -0.00 129.92 0.00 -12991.91 -0.18 0.0000 TSTBEAM *2 *4 ~TUBE T11 50.00 -6185.22 0.00 293.59 0.00 -29358.34 0.24 0.0000 TSTBEAM *2 *4 ~TUBE T15 50.00 -6231.83 0.00 -861.90 0.00 86189.22 0.17 0.0000 TSTBEAM *2 *4 ~TUBE SS1090 100.00 -7409.19 0.00 -1686.19 0.00 -0.02 -0.00 0.0000 TSTBEAM *2 *4 ~TUBE T10 100.00 -6241.00 -0.00 129.92 0.00 0.13 -0.11 0.0000 TSTBEAM *2 *4 ~TUBE T11 100.00 -6185.22 0.00 293.59 0.00 0.02 0.19 0.0000 TSTBEAM *2 *4 ~TUBE T15 100.00 -6231.83 0.00 -861.90 0.00 0.02 0.12 0.0000 TUBE|002 *1 *2 ~TUBE SS1090 0.00 -497.74 -167.50 -0.77 -84312.56 -1937.75 -15694.74 0.0000 TUBE|002 *1 *2 ~TUBE T10 0.00 -379.16 733.79 11902.47 -1.5259E5 -3.1753E6 186458.34 0.0000 TUBE|002 *1 *2 ~TUBE T11 0.00 -330.65 -707.93 7200.30 -1.0757E5 -1.9211E6 -1.9491E5 0.0000 TUBE|002 *1 *2 ~TUBE T15 0.00 -364.92 -156.30 4197.80 29750.62 -1.1206E6 -28850.72 0.0000 TUBE|002 *1 *2 ~TUBE SS1090 50.00 -497.74 -167.50 -0.77 -84312.56 -1938.85 -9297.22 0.0000 TUBE|002 *1 *2 ~TUBE T10 50.00 -379.16 733.79 11902.47 -1.5259E5 -1.985E6 113079.67 0.0000 TUBE|002 *1 *2 ~TUBE T11 50.00 -330.65 -707.93 7200.30 -1.0757E5 -1.2011E6 -1.2412E5 0.0000 TUBE|002 *1 *2 ~TUBE T15 50.00 -364.92 -156.30 4197.80 29750.62 -7.0092E5 -13220.91 0.0000 TUBE|002 *1 *2 ~TUBE SS1090 100.00 -497.74 -167.50 -0.77 -84312.56 -1946.76 -22083.80 0.0000 TUBE|002 *1 *2 ~TUBE T10 100.00 -379.16 733.79 11902.47 -1.5259E5 -7.9486E5 39700.99 0.0000 TUBE|002 *1 *2 ~TUBE T11 100.00 -330.65 -707.93 7200.30 -1.0757E5 -4.8113E5 -53330.03 0.0000 TUBE|002 *1 *2 ~TUBE T15 100.00 -364.92 -156.30 4197.80 29750.62 -2.8114E5 2408.90 0.0000 TUBE|003 *2 *3 ~TUBE SS1090 0.00 -497.74 167.53 0.26 -84308.41 -1946.77 -22083.56 0.0000 TUBE|003 *2 *3 ~TUBE T10 0.00 -379.16 196.13 3967.50 -42202.46 -7.9485E5 39700.61 0.0000 TUBE|003 *2 *3 ~TUBE T11 0.00 -330.65 -277.82 2400.10 -16285.27 -4.8113E5 -53329.58 0.0000 TUBE|003 *2 *3 ~TUBE T15 0.00 -364.92 37.75 1399.26 -47543.06 -2.8114E5 2408.85 0.0000 TUBE|003 *2 *3 ~TUBE SS1090 50.00 -497.74 167.53 0.26 -84308.41 -1950.71 -9298.32 0.0000 TUBE|003 *2 *3 ~TUBE T10 50.00 -379.16 196.13 3967.50 -42202.46 -3.981E5 20087.59 0.0000 TUBE|003 *2 *3 ~TUBE T11 50.00 -330.65 -277.82 2400.10 -16285.27 -2.4112E5 -25547.44 0.0000 TUBE|003 *2 *3 ~TUBE T15 50.00 -364.92 37.75 1399.26 -47543.06 -1.4121E5 -1366.07 0.0000 TUBE|003 *2 *3 ~TUBE SS1090 100.00 -497.74 167.53 0.26 -84308.41 -1955.38 -15702.54 0.0000 TUBE|003 *2 *3 ~TUBE T10 100.00 -379.16 196.13 3967.50 -42202.46 -1362.17 474.57 0.0000 TUBE|003 *2 *3 ~TUBE T11 100.00 -330.65 -277.82 2400.10 -16285.27 -1120.08 2234.71 0.0000 TUBE|003 *2 *3 ~TUBE T15 100.00 -364.92 37.75 1399.26 -47543.06 -1291.79 -5140.98 0.0000 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 1 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 2 BEAM LOADS DETAIL . . . . . . . . . . . . . . . . . . 3 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 4