Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E S +++ ======================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Forces in Body System at Attachment - Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Conn. Body FX FY FZ MX MY MZ MAG. -------- -------- ------- ------- ------- ------- ------- ------- ------- BP RECT1 -209.3 -209.3 -52.9 0 0 0 301 BS RECT1 -209.3 209.3 -52.9 0 0 0 301 SP RECT3 209.3 -209.3 -52.9 0 0 0 301 SS RECT3 209.3 209.3 -52.9 0 0 0 301 TRUS|029 RECT1 211.5 0.0 0.0 0 0 0 211 TRUS|030 RECT1 211.5 0.0 0.0 0 0 0 211 TRUS|031 RECT2 211.5 0.0 0.0 0 0 0 211 TRUS|032 RECT2 211.5 0.0 0.0 0 0 0 211 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * Draft = 5.0 Feet Trim Angle = -0.00 Deg. * * Roll Gy. Radius = 44.2 Feet Pitch Gy. Radius = 44.2 Feet Yaw Gy. Radius = 62.4 Feet * * ISSC Height = 20.00 Feet Mean Period = 8.0 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E S T A T I S T I C S +++ =========================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name FX FY FZ MX MY MZ MAG. Ten/Brk -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 8.00 BP 105.59 105.23 58.36 0 0 0 160.09 0.1935 BS 105.59 105.23 58.36 0 0 0 160.09 0.1935 SP 105.59 105.23 81.63 0 0 0 169.96 0.2054 SS 105.59 105.23 81.63 0 0 0 169.96 0.2054 TRUS|029 427.05 0.00 320.27 0 0 0 533.80 0.0047 TRUS|030 427.05 0.00 320.27 0 0 0 533.80 0.0047 TRUS|031 420.67 0.00 374.17 0 0 0 563.00 0.0050 TRUS|032 420.67 0.00 374.17 0 0 0 563.00 0.0050 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $2BP *2BP ~$WAT002 FRQMEANA 0.01 -0.00 0.00 0.00 0.00 0.00 $2BS *2BS ~$WAT002 FRQMEANA 0.01 0.00 0.00 0.00 0.00 0.00 $2SP *2SP ~$WAT002 FRQMEANA -0.01 -0.00 0.00 0.00 0.00 0.00 $2SS *2SS ~$WAT002 FRQMEANA -0.01 0.00 0.00 0.00 0.00 0.00 TRUS|029 *1SS *2BS ~TRUS FRQMEANA 211.49 0.00 0.00 0.00 0.00 0.00 TRUS|030 *1SP *2BP ~TRUS FRQMEANA 211.49 0.00 0.00 0.00 0.00 0.00 TRUS|031 *2SS *3BS ~TRUS FRQMEANA 211.49 0.00 0.00 0.00 0.00 0.00 TRUS|032 *2SP *3BP ~TRUS FRQMEANA 211.49 0.00 0.00 0.00 0.00 0.00 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $2BP *2BP ~$WAT002 0.01 -0.00 0.00 0.00 0.00 0.00 0.01 -0.00 0.00 0.00 0.00 0.00 $2BS *2BS ~$WAT002 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 $2SP *2SP ~$WAT002 -0.01 -0.00 0.00 0.00 0.00 0.00 -0.01 -0.00 0.00 0.00 0.00 0.00 $2SS *2SS ~$WAT002 -0.01 0.00 0.00 0.00 0.00 0.00 -0.01 0.00 0.00 0.00 0.00 0.00 TRUS|029 *1SS *2BS ~TRUS 211.49 0.00 0.00 0.00 0.00 0.00 211.49 0.00 0.00 0.00 0.00 0.00 TRUS|030 *1SP *2BP ~TRUS 211.49 0.00 0.00 0.00 0.00 0.00 211.49 0.00 0.00 0.00 0.00 0.00 TRUS|031 *2SS *3BS ~TRUS 211.49 0.00 0.00 0.00 0.00 0.00 211.49 0.00 0.00 0.00 0.00 0.00 TRUS|032 *2SP *3BP ~TRUS 211.49 0.00 0.00 0.00 0.00 0.00 211.49 0.00 0.00 0.00 0.00 0.00 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TUBE|009 *2BS *2BP ~TUBE FRQMEANA 0.00 -25.12 0.00 375.21 -0.00 0.32 0.00 -0.0044 50.00 -25.12 0.00 -0.00 -0.00 18760.18 0.00 -0.0044 100.00 -25.12 0.00 -375.21 -0.00 -0.33 -0.00 -0.0044 TUBE|010 *2BP *2SP ~TUBE FRQMEANA 0.00 186.36 0.00 375.21 -0.00 0.32 0.00 -0.0044 50.00 186.36 0.00 -0.00 -0.00 18760.18 0.00 -0.0044 100.00 186.36 0.00 -375.21 -0.00 -0.33 -0.00 -0.0044 TUBE|011 *2SP *2SS ~TUBE FRQMEANA 0.00 -25.12 0.00 375.21 -0.00 0.32 0.00 -0.0044 50.00 -25.12 0.00 -0.00 -0.00 18760.18 0.00 -0.0044 100.00 -25.12 0.00 -375.21 -0.00 -0.33 -0.00 -0.0044 TUBE|012 *2SS *2BS ~TUBE FRQMEANA 0.00 186.36 0.00 375.21 -0.00 0.32 0.00 -0.0044 50.00 186.36 0.00 -0.00 -0.00 18760.18 0.00 -0.0044 100.00 186.36 0.00 -375.21 -0.00 -0.33 -0.00 -0.0044 TUBE|013 *2BS *2BST ~TUBE FRQMEANA 0.00 -400.49 0.00 0.00 0.00 -0.01 0.01 -0.0022 50.00 -387.77 0.00 0.00 0.00 -0.01 0.00 -0.0011 100.00 -375.05 0.00 0.00 0.00 -0.01 0.00 0.0000 TUBE|014 *2BP *2BPT ~TUBE FRQMEANA 0.00 -400.49 0.00 -0.00 0.00 0.00 -0.00 -0.0022 50.00 -387.77 0.00 -0.00 0.00 -0.00 -0.01 -0.0011 100.00 -375.05 0.00 -0.00 0.00 -0.01 -0.02 0.0000 TUBE|015 *2SP *2SPT ~TUBE FRQMEANA 0.00 -400.49 -0.00 -0.00 0.00 0.01 -0.01 -0.0022 50.00 -387.77 -0.00 -0.00 0.00 0.01 -0.00 -0.0011 100.00 -375.05 -0.00 -0.00 0.00 0.01 -0.00 0.0000 TUBE|016 *2SS *2SST ~TUBE FRQMEANA 0.00 -400.49 -0.00 0.00 0.00 -0.00 0.00 -0.0022 50.00 -387.77 -0.00 0.00 0.00 0.00 0.01 -0.0011 100.00 -375.05 -0.00 0.00 0.00 0.01 0.02 0.0000 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $2BP *2BP ~$WAT002 SEA 0.49 0.00 0.29 0.00 0.00 0.00 $2BS *2BS ~$WAT002 SEA 0.49 0.00 0.29 0.00 0.00 0.00 $2SP *2SP ~$WAT002 SEA 0.49 0.00 0.33 0.00 0.00 0.00 $2SS *2SS ~$WAT002 SEA 0.49 0.00 0.32 0.00 0.00 0.00 TRUS|029 *1SS *2BS ~TRUS SEA 427.05 0.00 320.27 0.00 0.00 0.00 TRUS|030 *1SP *2BP ~TRUS SEA 427.05 0.00 320.27 0.00 0.00 0.00 TRUS|031 *2SS *3BS ~TRUS SEA 420.67 0.00 374.17 0.00 0.00 0.00 TRUS|032 *2SP *3BP ~TRUS SEA 420.67 0.00 374.17 0.00 0.00 0.00 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $2BP *2BP ~$WAT002 0.49 0.00 0.29 0.00 0.00 0.00 0.49 0.00 0.29 0.00 0.00 0.00 $2BS *2BS ~$WAT002 0.49 0.00 0.29 0.00 0.00 0.00 0.49 0.00 0.29 0.00 0.00 0.00 $2SP *2SP ~$WAT002 0.49 0.00 0.33 0.00 0.00 0.00 0.49 0.00 0.33 0.00 0.00 0.00 $2SS *2SS ~$WAT002 0.49 0.00 0.32 0.00 0.00 0.00 0.49 0.00 0.32 0.00 0.00 0.00 TRUS|029 *1SS *2BS ~TRUS 427.05 0.00 320.27 0.00 0.00 0.00 427.05 0.00 320.27 0.00 0.00 0.00 TRUS|030 *1SP *2BP ~TRUS 427.05 0.00 320.27 0.00 0.00 0.00 427.05 0.00 320.27 0.00 0.00 0.00 TRUS|031 *2SS *3BS ~TRUS 420.67 0.00 374.17 0.00 0.00 0.00 420.67 0.00 374.17 0.00 0.00 0.00 TRUS|032 *2SP *3BP ~TRUS 420.67 0.00 374.17 0.00 0.00 0.00 420.67 0.00 374.17 0.00 0.00 0.00 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TUBE|009 *2BS *2BP ~TUBE SEA 0.00 8.69 34.97 173.30 0.57 2198.88 869.18 0.0083 50.00 8.69 0.00 0.00 0.57 6495.21 879.12 0.0083 100.00 8.69 34.97 173.30 0.57 2199.17 869.24 0.0083 TUBE|010 *2BP *2SP ~TUBE SEA 0.00 534.08 8.69 84.58 2199.03 2160.70 869.20 0.0083 50.00 547.73 8.69 22.22 2199.03 1597.32 0.01 0.0046 100.00 563.22 8.69 57.24 2199.03 2123.07 869.21 0.0083 TUBE|011 *2SP *2SS ~TUBE SEA 0.00 8.69 34.97 134.13 0.57 2198.92 869.18 0.0083 50.00 8.69 0.00 0.00 0.57 4561.65 879.12 0.0083 100.00 8.69 34.97 134.13 0.57 2199.14 869.24 0.0083 TUBE|012 *2SS *2BS ~TUBE SEA 0.00 563.22 8.69 57.24 2199.03 2123.21 869.20 0.0083 50.00 547.73 8.69 22.22 2199.03 1597.30 0.01 0.0046 100.00 534.08 8.69 84.58 2199.03 2160.55 869.21 0.0083 TUBE|013 *2BS *2BST ~TUBE SEA 0.00 124.56 112.09 0.00 0.00 0.00 2160.58 0.0083 50.00 113.76 108.18 0.00 0.00 0.00 1058.66 0.0083 100.00 104.73 103.44 0.00 0.00 0.00 0.26 0.0083 TUBE|014 *2BP *2BPT ~TUBE SEA 0.00 124.56 112.09 0.00 0.00 0.00 2160.58 0.0083 50.00 113.76 108.18 0.00 0.00 0.00 1058.66 0.0083 100.00 104.74 103.44 0.00 0.00 0.00 0.26 0.0083 TUBE|015 *2SP *2SPT ~TUBE SEA 0.00 77.82 110.23 0.00 0.00 0.00 2123.09 0.0083 50.00 80.17 106.31 0.00 0.00 0.00 1039.82 0.0083 100.00 84.61 101.54 0.00 0.00 0.00 0.26 0.0083 TUBE|016 *2SS *2SST ~TUBE SEA 0.00 77.82 110.23 0.00 0.00 0.00 2123.09 0.0083 50.00 80.17 106.31 0.00 0.00 0.00 1039.82 0.0083 100.00 84.61 101.54 0.00 0.00 0.00 0.26 0.0083 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== CONNECTOR FORCES . . . . . . . . . . . . . . . . . . . 1 CONNECTOR FORCE STATISTICS . . . . . . . . . . . . . . 2 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 3 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 4 BEAM LOADS DETAIL . . . . . . . . . . . . . . . . . . 5 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 6 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 7 BEAM LOADS DETAIL . . . . . . . . . . . . . . . . . . 8 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 9