Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * light Load Applied * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R J A C K E T +++ =================================================================== Process is LIGHT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Draft = 67.20 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 20.44 K-Y = 25.67 K-Z = 20.31 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part JACKET ------------ ELEMENTS 692.91 0.55 0.16 31.76 LOAD_GRO 704.22 4.88 3.28 37.15 ======== ======== ======= ======= ======= Total 1397.13 2.73 1.73 34.48 Buoyancy 589.16 0.11 0.04 27.57 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is extr0, Deck Load is light * * * *************************************************************************************************************** +++ C U R R E N T E N V I R O N M E N T +++ ============================================= Process is LIGHT: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name EXTR0 Observation Time = 15.0 Time Increment = 0.250 Time Offset = 0.0 Time Reinforce = 12000.0 S E A C O N D I T I O N -------------------------- Type = EXTR Hs = 20.20 Period = 13.80 Dir = 0.0 S.Coe = 200 W I N D D A T A ----------------- 1 Hr. Wind Speed = 140.7 Knots, Direction = 0.0 Design Wind Based On ABS Rules Wind Height Variation Based on 0.14286 Power Law Wind is Static C U R R E N T D A T A ----------------------- DEPTH SPEED DIRECTION ------- ----- --------- 0.0 0.70 180.0 10.0 0.70 180.0 20.0 0.50 180.0 30.0 0.10 180.0 40.0 0.00 0.0 50.0 0.40 -0.0 60.0 0.40 -0.0 69.3 0.20 -0.0 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is extr0, Deck Load is light * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N J A C K E T +++ ===================================================== Process is LIGHT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -1397.13 -2422 3818 0 Buoyancy -0.01 -0.01 647.01 18 -75 0 Wind -22.08 0.00 -0.01 0 -1742 1 Viscous Drag 4.93 -0.00 0.00 0 388 -13 Inertia 6.70 -0.12 623.34 1621 -2114 -47 Added Inertia 10.45 0.13 126.79 783 -272 60 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 -0.00 0 0 0 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is extr-90, Deck Load is light * * * *************************************************************************************************************** +++ C U R R E N T E N V I R O N M E N T +++ ============================================= Process is LIGHT: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name EXTR-90 Observation Time = 15.0 Time Increment = 0.250 Time Offset = 0.0 Time Reinforce = 12000.0 S E A C O N D I T I O N -------------------------- Type = EXTR Hs = 20.20 Period = 13.80 Dir = 270.0 S.Coe = 200 W I N D D A T A ----------------- 1 Hr. Wind Speed = 140.7 Knots, Direction = 270.0 Design Wind Based On ABS Rules Wind Height Variation Based on 0.14286 Power Law Wind is Static C U R R E N T D A T A ----------------------- DEPTH SPEED DIRECTION ------- ----- --------- 0.0 0.70 90.0 10.0 0.70 90.0 20.0 0.50 90.0 30.0 0.10 90.0 40.0 0.00 0.0 50.0 0.40 270.0 60.0 0.40 270.0 69.3 0.20 270.0 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is extr-90, Deck Load is light * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N J A C K E T +++ ===================================================== Process is LIGHT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -1397.13 -2422 3818 0 Buoyancy -0.01 -0.01 647.01 18 -75 0 Wind -0.00 25.79 0.03 -2040 0 18 Viscous Drag 0.00 -4.92 -0.02 391 0 13 Inertia 1.00 -7.64 623.88 2258 -2691 -92 Added Inertia -1.00 -13.22 126.22 1797 -1050 61 ======= ======= ======= ======= ======= ======= Total -0.00 0.00 -0.00 0 0 0 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is opr0, Deck Load is light * * * *************************************************************************************************************** +++ C U R R E N T E N V I R O N M E N T +++ ============================================= Process is LIGHT: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name OPR0 Observation Time = 15.0 Time Increment = 0.250 Time Offset = 0.0 Time Reinforce = 12000.0 S E A C O N D I T I O N -------------------------- Type = OPR Hs = 12.80 Period = 10.40 Dir = 0.0 S.Coe = 200 W I N D D A T A ----------------- 1 Hr. Wind Speed = 36.0 Knots, Direction = 0.0 Design Wind Based On ABS Rules Wind Height Variation Based on 0.14286 Power Law Wind is Static C U R R E N T D A T A ----------------------- DEPTH SPEED DIRECTION ------- ----- --------- 0.0 0.50 180.0 10.0 0.50 180.0 20.0 0.30 180.0 30.0 0.10 -0.0 40.0 0.00 0.0 50.0 0.20 -0.0 60.0 0.20 -0.0 69.3 0.00 0.0 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is opr0, Deck Load is light * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N J A C K E T +++ ===================================================== Process is LIGHT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -1397.13 -2422 3818 0 Buoyancy 0.00 0.00 614.50 22 -64 7 Wind -2.02 0.00 -0.00 0 -154 0 Viscous Drag 2.24 -0.00 0.00 0 154 -6 Inertia 0.36 -0.73 658.71 1694 -2803 -69 Added Inertia -0.58 0.73 123.93 706 -948 71 ======= ======= ======= ======= ======= ======= Total -0.00 0.00 -0.00 0 0 0 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is opr-90, Deck Load is light * * * *************************************************************************************************************** +++ C U R R E N T E N V I R O N M E N T +++ ============================================= Process is LIGHT: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name OPR-90 Observation Time = 15.0 Time Increment = 0.250 Time Offset = 0.0 Time Reinforce = 12000.0 S E A C O N D I T I O N -------------------------- Type = OPR Hs = 12.80 Period = 10.40 Dir = 270.0 S.Coe = 200 W I N D D A T A ----------------- 1 Hr. Wind Speed = 36.0 Knots, Direction = 270.0 Design Wind Based On ABS Rules Wind Height Variation Based on 0.14286 Power Law Wind is Static C U R R E N T D A T A ----------------------- DEPTH SPEED DIRECTION ------- ----- --------- 0.0 0.50 90.0 10.0 0.50 90.0 20.0 0.30 90.0 30.0 0.10 270.0 40.0 0.00 0.0 50.0 0.20 270.0 60.0 0.20 270.0 69.3 0.00 0.0 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is opr-90, Deck Load is light * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N J A C K E T +++ ===================================================== Process is LIGHT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -1397.13 -2422 3818 0 Buoyancy 0.00 0.00 614.50 22 -64 7 Wind -0.00 2.39 0.00 -182 0 2 Viscous Drag 0.00 -2.14 -0.01 148 0 8 Inertia 0.43 -0.84 658.72 1710 -2805 -78 Added Inertia -0.44 0.58 123.91 725 -946 62 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 -0.00 0 0 0 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * heavy Load Applied * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R J A C K E T +++ =================================================================== Process is HEAVY: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Draft = 70.20 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 20.44 K-Y = 25.67 K-Z = 20.31 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part JACKET ------------ ELEMENTS 692.91 0.55 0.16 31.76 LOAD_GRO 704.22 4.88 3.28 37.15 ======== ======== ======= ======= ======= Total 1397.13 2.73 1.73 34.48 Buoyancy 606.30 0.10 0.03 28.73 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is extr0, Deck Load is heavy * * * *************************************************************************************************************** +++ C U R R E N T E N V I R O N M E N T +++ ============================================= Process is HEAVY: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name EXTR0 Observation Time = 15.0 Time Increment = 0.250 Time Offset = 0.0 Time Reinforce = 12000.0 S E A C O N D I T I O N -------------------------- Type = EXTR Hs = 20.20 Period = 13.80 Dir = 0.0 S.Coe = 200 W I N D D A T A ----------------- 1 Hr. Wind Speed = 140.7 Knots, Direction = 0.0 Design Wind Based On ABS Rules Wind Height Variation Based on 0.14286 Power Law Wind is Static C U R R E N T D A T A ----------------------- DEPTH SPEED DIRECTION ------- ----- --------- 0.0 0.70 180.0 10.0 0.70 180.0 20.0 0.50 180.0 30.0 0.10 180.0 40.0 0.00 0.0 50.0 0.40 -0.0 60.0 0.40 -0.0 69.3 0.20 -0.0 Page 12 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is extr0, Deck Load is heavy * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N J A C K E T +++ ===================================================== Process is HEAVY: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -1397.13 -2422 3818 0 Buoyancy -0.01 -0.01 647.01 18 -75 0 Wind -22.08 0.00 -0.01 0 -1742 1 Viscous Drag 4.93 -0.00 0.00 0 388 -13 Inertia 6.70 -0.12 623.34 1621 -2114 -47 Added Inertia 10.45 0.13 126.79 783 -272 60 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 -0.00 0 0 0 Page 13 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is extr-90, Deck Load is heavy * * * *************************************************************************************************************** +++ C U R R E N T E N V I R O N M E N T +++ ============================================= Process is HEAVY: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name EXTR-90 Observation Time = 15.0 Time Increment = 0.250 Time Offset = 0.0 Time Reinforce = 12000.0 S E A C O N D I T I O N -------------------------- Type = EXTR Hs = 20.20 Period = 13.80 Dir = 270.0 S.Coe = 200 W I N D D A T A ----------------- 1 Hr. Wind Speed = 140.7 Knots, Direction = 270.0 Design Wind Based On ABS Rules Wind Height Variation Based on 0.14286 Power Law Wind is Static C U R R E N T D A T A ----------------------- DEPTH SPEED DIRECTION ------- ----- --------- 0.0 0.70 90.0 10.0 0.70 90.0 20.0 0.50 90.0 30.0 0.10 90.0 40.0 0.00 0.0 50.0 0.40 270.0 60.0 0.40 270.0 69.3 0.20 270.0 Page 14 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is extr-90, Deck Load is heavy * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N J A C K E T +++ ===================================================== Process is HEAVY: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -1397.13 -2422 3818 0 Buoyancy -0.01 -0.01 647.01 18 -75 0 Wind -0.00 25.79 0.03 -2040 0 18 Viscous Drag 0.00 -4.92 -0.02 391 0 13 Inertia 1.00 -7.64 623.88 2258 -2691 -92 Added Inertia -1.00 -13.22 126.22 1797 -1050 61 ======= ======= ======= ======= ======= ======= Total -0.00 0.00 -0.00 0 0 0 Page 15 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is opr0, Deck Load is heavy * * * *************************************************************************************************************** +++ C U R R E N T E N V I R O N M E N T +++ ============================================= Process is HEAVY: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name OPR0 Observation Time = 15.0 Time Increment = 0.250 Time Offset = 0.0 Time Reinforce = 12000.0 S E A C O N D I T I O N -------------------------- Type = OPR Hs = 12.80 Period = 10.40 Dir = 0.0 S.Coe = 200 W I N D D A T A ----------------- 1 Hr. Wind Speed = 36.0 Knots, Direction = 0.0 Design Wind Based On ABS Rules Wind Height Variation Based on 0.14286 Power Law Wind is Static C U R R E N T D A T A ----------------------- DEPTH SPEED DIRECTION ------- ----- --------- 0.0 0.50 180.0 10.0 0.50 180.0 20.0 0.30 180.0 30.0 0.10 -0.0 40.0 0.00 0.0 50.0 0.20 -0.0 60.0 0.20 -0.0 69.3 0.00 0.0 Page 16 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is opr0, Deck Load is heavy * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N J A C K E T +++ ===================================================== Process is HEAVY: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -1397.13 -2422 3818 0 Buoyancy 0.00 0.00 614.50 22 -64 7 Wind -2.02 0.00 -0.00 0 -154 0 Viscous Drag 2.24 -0.00 0.00 0 154 -6 Inertia 0.36 -0.73 658.71 1694 -2803 -69 Added Inertia -0.58 0.73 123.93 706 -948 71 ======= ======= ======= ======= ======= ======= Total -0.00 0.00 -0.00 0 0 0 Page 17 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is opr-90, Deck Load is heavy * * * *************************************************************************************************************** +++ C U R R E N T E N V I R O N M E N T +++ ============================================= Process is HEAVY: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name OPR-90 Observation Time = 15.0 Time Increment = 0.250 Time Offset = 0.0 Time Reinforce = 12000.0 S E A C O N D I T I O N -------------------------- Type = OPR Hs = 12.80 Period = 10.40 Dir = 270.0 S.Coe = 200 W I N D D A T A ----------------- 1 Hr. Wind Speed = 36.0 Knots, Direction = 270.0 Design Wind Based On ABS Rules Wind Height Variation Based on 0.14286 Power Law Wind is Static C U R R E N T D A T A ----------------------- DEPTH SPEED DIRECTION ------- ----- --------- 0.0 0.50 90.0 10.0 0.50 90.0 20.0 0.30 90.0 30.0 0.10 270.0 40.0 0.00 0.0 50.0 0.20 270.0 60.0 0.20 270.0 69.3 0.00 0.0 Page 18 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * Environment name is opr-90, Deck Load is heavy * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N J A C K E T +++ ===================================================== Process is HEAVY: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -1397.13 -2422 3818 0 Buoyancy 0.00 0.00 614.50 22 -64 7 Wind -0.00 2.39 0.00 -182 0 2 Viscous Drag 0.00 -2.14 -0.01 148 0 8 Inertia 0.43 -0.84 658.72 1710 -2805 -78 Added Inertia -0.44 0.58 123.91 725 -946 62 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 -0.00 0 0 0 Page 19 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D D E T A I L +++ ================================================= Units Are MPA, Degrees, Meters, and M-Tons Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- PILE1 *J6110 *P110 ~PILE OH-90 31.17 -56.56 369.14 10.28 5.85 -1.19 OH0 -20.68 -1.16 73.93 12.10 18.21 1.25 XH-90 55.28 -124.54 638.70 -12.19 10.30 -1.10 XH0 122.85 -47.01 558.24 34.86 -54.93 -9.51 XL-90 55.28 -124.54 638.70 -12.19 10.30 -1.10 XL0 122.85 -47.01 558.24 34.86 -54.93 -9.51 PILE2 *J6190 *P190 ~PILE OH-90 -27.61 -70.72 480.76 10.85 -26.81 -2.86 OH0 -52.38 -30.90 395.01 24.45 -0.60 1.32 XH-90 -47.58 -141.20 749.30 -14.40 -39.53 -5.66 XH0 91.27 13.11 -93.14 5.27 -73.59 -8.51 XL-90 -47.58 -141.20 749.30 -14.40 -39.53 -5.66 XL0 91.27 13.11 -93.14 5.27 -73.59 -8.51 PILE3 *J6990 *P990 ~PILE OH-90 1.10 -25.11 42.88 -16.64 -8.96 -0.31 OH0 -46.40 32.23 321.96 -9.35 0.57 -0.70 XH-90 21.89 -98.56 -251.51 -40.23 1.01 -3.02 XH0 96.31 -14.25 -168.16 10.82 -69.72 8.35 XL-90 21.89 -98.56 -251.51 -40.23 1.01 -3.02 XL0 96.31 -14.25 -168.16 10.82 -69.72 8.35 PILE4 *J6910 *P910 ~PILE OH-90 -4.91 -34.11 -72.23 -8.87 -4.11 -0.05 OH0 -26.97 0.25 -5.90 1.85 15.90 -2.78 XH-90 -29.26 -103.82 -365.63 -25.04 -11.69 0.67 XH0 114.82 48.17 478.75 -14.39 -53.77 7.45 XL-90 -29.26 -103.82 -365.63 -25.04 -11.69 0.67 XL0 114.82 48.17 478.75 -14.39 -53.77 7.45 Page 20 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ P I L E C H E C K S T A N D A R D +++ ============================================= Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Cases with Unity Ratio Greater Than 0 Distance RP2A from Top /--- Deflections (mm) ---/ /---- Stresses (MPa) ----/ Unity Element /-- Node Names -/ Class Case of Pile Axial Lateral Angle Axial Bending Total Check -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- PILE1 *J6110 *P110 ~PILE XH0 5.13 -0.01 2.59 108.21 -1.10 86.19 -87.30 0.34 PILE2 *J6190 *P190 ~PILE XH0 5.13 -0.00 3.00 90.08 -0.21 95.89 -96.10 0.37 PILE3 *J6990 *P990 ~PILE XH0 5.13 0.00 2.86 95.30 -0.08 93.03 -93.12 0.36 PILE4 *J6910 *P910 ~PILE XH0 5.13 -0.01 2.45 79.84 -0.97 83.11 -84.07 0.33 Page 21 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ A L L O W A B L E S T R E S S M O D I F I E R S +++ =========================================================== Name Amod Name Amod Name Amod Name Amod Name Amod Name Amod -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- OH-90 1.00 OH0 1.00 XH-90 1.33 XH0 1.33 XL-90 1.33 XL0 1.33 Page 22 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 1 /- KL/R --/ /------- Stresses/Allowable (MPa) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B1306 *J1282 *J1281 ~11_365 OH0 5.4 5.4 0.05 1.76 507.62 -16.43 98.98 -182.74 3.54 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 2.83 Eq. 3.3.1-2 B1307 *J1382 *J1381 ~11_365 OH0 5.4 5.4 100.00 1.80 -186.10 0.48 15.70 -90.73 1.31 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 1.05 Eq. 3.3.1-2 B2306 *J228 *J2281 ~11_365 OH-90 5.4 5.4 100.00 -3.21 -108.90 -0.08 119.61 119.61 1.25 Shear 1.176 1.176 142.57 180.00 180.00 96.00 96.00 B3301 *J386 *J3861 ~11_365 OH-90 8.6 8.6 0.03 -1.21 237.48 -24.33 -50.60 -51.31 1.66 Eq. 3.3.3-1 1.176 1.176 141.59 180.00 180.00 96.00 96.00 1.33 Eq. 3.3.1-2 B3302 *J376 *J3771 ~11_365 OH0 13.7 13.7 100.00 -2.08 293.82 -186.76 -18.66 29.38 2.37 Eq. 3.3.3-1 1.176 1.176 139.96 180.00 180.00 96.00 96.00 1.95 Eq. 3.3.1-2 B3303 *J377 *J3771 ~11_365 OH0 11.4 11.4 100.00 -2.07 2015.00 50.48 6.02 241.75 14.02 Eq. 3.3.3-1 1.176 1.176 140.72 180.00 180.00 96.00 96.00 11.21 Eq. 3.3.1-2 B3304 *J328 *J3281 ~11_365 OH-90 7.6 7.6 0.04 -1.45 -657.28 -11.46 -76.17 124.73 4.58 Eq. 3.3.3-1 1.176 1.176 141.91 180.00 180.00 96.00 96.00 3.66 Eq. 3.3.1-2 B3305 *J338 *J3381 ~11_365 OH-90 6.8 6.8 0.04 -1.95 -292.80 13.53 93.22 101.26 2.04 Eq. 3.3.3-1 1.176 1.176 142.15 180.00 180.00 96.00 96.00 1.64 Eq. 3.3.1-2 B16412 *J3381 *J2381 ~11_3654 OH-90 171.5 171.5 0.00 70.01 -45.35 200.90 -1.99 1.16 1.63 Eq. 3.3.1-2 1.000 1.000 144.00 180.00 180.00 96.00 96.00 B16413 *J2381 *J1381 ~11_3654 OH-90 128.6 128.6 100.00 44.92 12.46 190.80 3.77 -0.75 1.37 Eq. 3.3.1-2 1.000 1.000 144.00 180.00 180.00 96.00 96.00 B16422 *J3281 *J2281 ~11_3654 OH-90 171.5 171.5 0.00 96.17 -122.26 98.25 -1.00 2.26 1.54 Eq. 3.3.1-2 1.000 1.000 144.00 180.00 180.00 96.00 96.00 B16423 *J2281 *J1281 ~11_3654 OH0 128.6 128.6 100.00 90.94 197.96 209.34 3.48 3.66 2.23 Eq. 3.3.1-2 1.000 1.000 144.00 180.00 180.00 96.00 96.00 B1116 *J197 *J188 ~13_375 OH0 11.6 11.6 0.02 -0.61 286.00 -5.76 -14.83 -49.75 1.99 Eq. 3.3.3-1 1.176 1.176 140.64 180.00 180.00 96.00 96.00 1.59 Eq. 3.3.1-2 B1121 *J148 *J1382 ~13_375 OH0 19.1 19.1 100.00 -7.90 -481.25 6.21 -43.95 -53.87 2.73 Eq. 3.3.1-2 1.173 1.173 138.01 180.00 180.00 96.00 96.00 B1122 *J1382 *J138 ~13_375 OH0 2.7 2.7 0.08 -7.62 -502.60 7.69 14.05 25.58 2.85 Eq. 3.3.1-2 1.176 1.176 143.31 180.00 180.00 96.00 96.00 B1123 *J138 *J1282 ~13_375 OH0 13.0 13.0 0.02 -7.67 -445.26 3.72 -23.43 26.20 3.04 Eq. 3.3.3-1 1.175 1.175 140.17 180.00 180.00 96.00 96.00 2.53 Eq. 3.3.1-2 B1124 *J1282 *J117 ~13_375 OH0 11.7 11.7 100.00 -6.18 1065.90 -10.42 150.04 185.91 7.37 Eq. 3.3.3-1 1.176 1.176 140.62 180.00 180.00 96.00 96.00 5.96 Eq. 3.3.1-2 B1303 *J189 *J1891 ~13_375 OH0 10.3 10.3 100.00 2.94 -653.38 10.39 -17.18 -145.96 4.57 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 3.65 Eq. 3.3.1-2 B1304 *J179 *J1891 ~13_375 OH0 10.3 10.3 100.00 1.14 -211.70 10.55 -45.23 -55.04 1.48 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 1.19 Eq. 3.3.1-2 B1305 *J188 *J1891 ~13_375 OH0 8.9 8.9 100.00 0.19 -301.45 13.36 55.05 -69.78 2.10 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 1.68 Eq. 3.3.1-2 B2102 *J215 *J248 ~13_375 OH-90 87.2 87.2 100.00 5.38 -187.39 9.98 3.08 -4.56 1.35 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 1.08 Eq. 3.3.1-2 B2103 *J248 *J2591 ~13_375 OH0 29.1 29.1 100.00 2.20 259.71 30.62 -9.38 21.68 1.83 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 1.47 Eq. 3.3.1-2 B2204 *J2892 *J289 ~13_375 OH-90 10.8 10.8 100.00 -2.19 157.77 -6.43 -20.04 34.93 1.09 Eq. 3.3.3-1 1.176 1.176 140.92 180.00 180.00 96.00 96.00 0.89 Eq. 3.3.1-2 B2210 *J248 *J238 ~13_375 OH0 10.9 10.9 100.00 -5.70 -231.01 -23.95 -7.79 -25.33 1.58 Eq. 3.3.3-1 Page 23 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 1 /- KL/R --/ /------- Stresses/Allowable (MPa) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B2210 *J248 *J238 ~13_375 OH0 1.176 1.176 140.89 180.00 180.00 96.00 96.00 1.33 Eq. 3.3.1-2 B2211 *J238 *J228 ~13_375 OH-90 15.7 15.7 0.01 -3.06 -270.23 -27.43 31.97 31.97 1.87 Eq. 3.3.3-1 1.176 1.176 139.23 180.00 180.00 96.00 96.00 1.53 Eq. 3.3.1-2 B2212 *J228 *J218 ~13_375 OH-90 25.2 25.2 100.00 -4.72 354.93 57.38 13.92 30.86 2.45 Eq. 3.3.3-1 1.173 1.173 135.58 180.00 180.00 96.00 96.00 2.03 Eq. 3.3.1-2 B2302 *J277 *J2891 ~13_375 OH0 8.9 8.9 100.00 -0.98 138.40 85.43 13.10 21.37 1.10 Eq. 3.3.3-1 1.176 1.176 141.52 180.00 180.00 96.00 96.00 0.91 Eq. 3.3.1-2 B2303 *J2892 *J2891 ~13_375 OH-90 10.3 10.3 100.00 -0.97 -318.77 -29.45 -3.89 -42.64 2.22 Eq. 3.3.3-1 1.176 1.176 141.09 180.00 180.00 96.00 96.00 1.79 Eq. 3.3.1-2 B1106 *J136 *J148 ~14_375 OH0 34.8 34.8 100.00 -4.90 -232.90 5.78 -5.72 -6.43 1.59 Eq. 3.3.3-1 1.170 1.170 131.29 180.00 180.00 96.00 96.00 1.33 Eq. 3.3.1-2 B1107 *J148 *J1591 ~14_375 OH0 13.9 13.9 100.00 -3.71 312.92 3.02 41.72 48.18 2.15 Eq. 3.3.3-1 1.176 1.176 139.88 180.00 180.00 96.00 96.00 1.76 Eq. 3.3.1-2 B1010 *J117 *J119 ~16E750 OH0 5.8 5.8 100.00 -5.60 290.25 -18.61 -172.09 -172.09 1.70 Eq. 3.3.3-1 1.176 1.176 165.93 209.86 209.86 111.92 111.92 1.54 Shear B1013 *J149 *J1591 ~16E750 OH-90 18.1 18.1 100.00 6.29 -202.46 20.61 19.62 -21.09 1.01 Eq. 3.3.1-2 1.000 1.000 167.88 209.86 209.86 111.92 111.92 B1018 *J189 *J199 ~16E750 OH0 5.0 5.0 100.00 -0.38 486.19 9.96 -93.85 107.43 2.90 Eq. 3.3.3-1 1.176 1.176 166.21 209.86 209.86 111.92 111.92 2.32 Eq. 3.3.1-2 B3102 *J3152 *J328 ~16_500 OH0 60.1 60.1 100.00 -6.62 343.14 6.58 -9.27 11.63 2.36 Eq. 3.3.3-1 1.150 1.150 117.65 180.00 180.00 96.00 96.00 1.95 Eq. 3.3.1-2 B3103 *J328 *J338 ~16_500 OH-90 7.7 7.7 0.02 -5.85 382.15 11.43 -116.35 -116.35 2.63 Eq. 3.3.3-1 1.176 1.176 141.89 180.00 180.00 96.00 96.00 2.16 Eq. 3.3.1-2 B3104 *J338 *J3591 ~16_500 OH-90 40.3 40.3 0.00 -5.27 344.26 6.36 -69.55 -69.55 2.38 Eq. 3.3.3-1 1.167 1.167 128.64 180.00 180.00 96.00 96.00 1.95 Eq. 3.3.1-2 B3107 *J386 *J376 ~16_500 OH0 7.9 7.9 100.00 0.02 304.80 -91.26 42.96 48.85 2.14 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 1.77 Eq. 3.3.1-2 B3108 *J376 *J377 ~16_500 OH0 11.9 11.9 100.00 2.94 726.24 -65.14 42.95 52.97 5.09 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 4.07 Eq. 3.3.1-2 B3109 *J377 *J3592 ~16_500 OH0 34.6 34.6 0.01 1.80 726.11 -65.13 42.96 -51.11 5.08 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 4.06 Eq. 3.3.1-2 B3005 *J3152 *J316 ~18E625 OH-90 33.8 33.8 100.00 -2.66 -314.56 7.61 9.40 -22.12 1.88 Eq. 3.3.3-1 1.173 1.173 152.18 209.86 209.86 111.92 111.92 1.52 Eq. 3.3.1-2 B3006 *J316 *J317 ~18E625 OH-90 6.4 6.4 0.03 -2.65 -314.56 7.62 9.37 9.37 1.87 Eq. 3.3.3-1 1.176 1.176 165.69 209.86 209.86 111.92 111.92 1.52 Eq. 3.3.1-2 B2009 *J249 *J2591 ~18_375 OH0 16.0 16.0 100.00 -3.54 -153.69 19.48 17.15 17.15 1.06 Eq. 3.3.3-1 1.175 1.175 139.15 178.69 178.69 96.00 96.00 0.89 Eq. 3.3.1-2 B3001 *J311 *J313 ~18_375 OH0 29.6 29.6 0.01 -0.51 147.30 52.05 -3.69 -13.05 1.08 Eq. 3.3.3-1 1.176 1.176 133.68 178.69 178.69 96.00 96.00 0.88 Eq. 3.3.1-2 B3002 *J313 *J3151 ~18_375 OH0 39.6 39.6 100.00 -0.60 143.86 -45.00 -3.38 9.57 1.06 Eq. 3.3.3-1 1.175 1.175 128.98 178.69 178.69 96.00 96.00 0.85 Eq. 3.3.1-2 B3008 *J319 *J339 ~18_375 OH-90 35.5 35.5 0.00 -10.14 1333.12 -41.31 -106.05 -111.88 9.26 Eq. 3.3.3-1 1.163 1.163 130.96 178.69 178.69 96.00 96.00 7.53 Eq. 3.3.1-2 B3009 *J339 *J349 ~18_375 OH-90 5.7 5.7 100.00 -9.97 -799.03 12.33 -106.05 -106.05 5.51 Eq. 3.3.3-1 1.176 1.176 142.48 178.69 178.69 96.00 96.00 4.54 Eq. 3.3.1-2 B3010 *J349 *J3591 ~18_375 OH-90 15.7 15.7 0.01 -9.72 -799.13 12.34 -106.05 -106.05 5.53 Eq. 3.3.3-1 1.174 1.174 139.24 178.69 178.69 96.00 96.00 4.54 Eq. 3.3.1-2 Page 24 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 1 /- KL/R --/ /------- Stresses/Allowable (MPa) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B3013 *J3592 *J399 ~18_375 OH-90 56.9 56.9 100.00 -14.53 845.68 -49.96 103.32 103.32 5.83 Eq. 3.3.3-1 1.125 1.125 119.56 178.69 178.69 96.00 96.00 4.84 Eq. 3.3.1-2 B3018 *J391 *J3512 ~18_375 OH0 57.0 57.0 100.00 -5.69 -396.69 56.66 -17.01 -21.23 2.77 Eq. 3.3.3-1 1.156 1.156 119.51 178.69 178.69 96.00 96.00 2.28 Eq. 3.3.1-2 B3021 *J3511 *J311 ~18_375 OH-90 57.0 57.0 100.00 -7.21 394.55 -45.67 17.24 21.14 2.75 Eq. 3.3.3-1 1.151 1.151 119.51 178.69 178.69 96.00 96.00 2.27 Eq. 3.3.1-2 B3054 *J395 *J299 ~18_375 XH0 113.4 113.4 100.00 -69.95 -28.17 -23.50 2.59 -2.79 1.02 Eq. 3.3.1-4 0.441 0.441 104.95 237.66 237.66 127.68 127.68 B2014 *J289 *J299 ~18_500 OH-90 13.9 13.9 100.00 -4.61 181.00 -4.97 -32.84 32.88 1.24 Eq. 3.3.3-1 1.176 1.176 139.88 180.00 180.00 96.00 96.00 1.04 Eq. 3.3.1-2 B2052 *J199 *J219 ~18_500 XH-90 107.3 107.3 0.00 -85.84 -38.41 -19.77 0.61 1.73 1.26 Eq. 3.3.1-4 0.368 0.368 111.73 239.40 239.40 127.68 127.68 B3007 *J317 *J319 ~18_625 OH0 30.0 30.0 100.00 -11.71 401.90 30.52 8.87 31.72 2.73 Eq. 3.3.3-1 1.165 1.165 133.53 180.00 180.00 96.00 96.00 2.32 Eq. 3.3.1-2 B3003 *J3151 *J315 ~18_750 OH0 2.8 2.8 100.00 -2.22 181.46 -51.75 -20.00 25.73 1.26 Eq. 3.3.3-1 1.176 1.176 143.29 180.00 180.00 96.00 96.00 1.06 Eq. 3.3.1-2 B3004 *J315 *J3152 ~18_750 OH-90 2.8 2.8 0.06 -3.98 218.95 -51.86 -16.59 -31.93 1.50 Eq. 3.3.3-1 1.176 1.176 143.29 180.00 180.00 96.00 96.00 1.28 Eq. 3.3.1-2 B3011 *J3591 *J359 ~18_750 OH-90 0.7 0.7 0.23 -6.11 -574.14 19.19 -9.78 10.33 3.96 Eq. 3.3.3-1 1.176 1.176 143.82 180.00 180.00 96.00 96.00 3.23 Eq. 3.3.1-2 B3012 *J359 *J3592 ~18_750 OH-90 0.7 0.7 0.23 -6.09 -570.07 18.12 -9.78 26.56 3.93 Eq. 3.3.3-1 1.176 1.176 143.82 180.00 180.00 96.00 96.00 3.21 Eq. 3.3.1-2 B3019 *J3512 *J351 ~18_750 OH0 0.7 0.7 100.00 -3.07 -234.01 54.67 2.21 -3.53 1.62 Eq. 3.3.3-1 1.176 1.176 143.82 180.00 180.00 96.00 96.00 1.36 Eq. 3.3.1-2 B3020 *J351 *J3511 ~18_750 OH0 0.7 0.7 0.23 -3.08 -234.01 54.67 2.23 3.64 1.62 Eq. 3.3.3-1 1.176 1.176 143.82 180.00 180.00 96.00 96.00 1.36 Eq. 3.3.1-2 B2006 *J218 *J219 ~20_375 OH0 11.3 11.3 100.00 -26.70 170.19 -14.24 -66.06 -66.06 1.16 Sec. 3.3.4 1.173 1.173 140.75 176.15 176.15 96.00 96.00 1.16 Eq. 3.3.1-3 B4050 *J319 *J415 ~22_375 XH0 114.0 114.0 0.00 -89.60 -33.79 -32.40 1.30 2.20 1.76 Eq. 3.3.1-4 0.224 0.224 104.25 230.89 230.89 127.68 127.68 B4054 *J495 *J399 ~22_375 XH0 114.0 114.0 0.00 -87.61 -36.69 -3.00 0.20 2.49 1.49 Eq. 3.3.1-4 0.245 0.245 104.25 230.89 230.89 127.68 127.68 B5050 *J419 *J515 ~26_437 XH0 116.5 116.5 100.00 -79.67 -19.62 -7.46 -0.92 -1.16 1.10 Eq. 3.3.1-4 0.292 0.292 101.34 230.36 230.36 127.68 127.68 B5056 *J595 *J499 ~26_437 XH0 116.5 116.5 0.00 -78.23 -18.83 -7.03 0.79 1.04 1.06 Eq. 3.3.1-4 0.308 0.308 101.34 230.36 230.36 127.68 127.68 B4052 *J399 *J419 ~28_437 XH-90 113.5 113.5 0.00 -72.72 -61.36 -7.19 0.30 3.10 1.36 Eq. 3.3.1-4 0.409 0.409 104.30 227.46 227.46 127.68 127.68 B16051 *J15056 *J413 ~7Y375M4 OH-90 236.4 236.4 100.00 -1.09 -5.13 -0.04 -0.01 -0.18 9999.00 Buckled 10 10 0.92 180.00 180.00 96.00 96.00 0.04 Eq. 3.3.1-2 B16052 *J413 *J313 ~7Y375M4 XH-90 358.2 358.2 0.00 -5.27 -102.56 0.01 -0.04 2.34 9999.00 Buckled 10 10 0.53 239.40 239.40 127.68 127.68 0.46 Eq. 3.3.1-2 B1215 *J137 *J138 ~7_280 OH0 43.8 43.8 100.00 -2.16 -386.05 -3.35 -17.99 -18.79 2.67 Eq. 3.3.3-1 1.172 1.172 126.84 180.00 180.00 96.00 96.00 2.16 Eq. 3.3.1-2 B1216 *J137 *J116 ~7_280 OH0 48.2 48.2 100.00 1.50 208.35 -9.62 -21.22 -21.22 1.46 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 1.17 Eq. 3.3.1-2 B16001 *J15006 *J15005 ~9Y438M4 OH-90 303.0 303.0 0.00 -0.69 0.00 0.00 0.00 0.00 9999.00 Buckled Page 25 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 1 /- KL/R --/ /------- Stresses/Allowable (MPa) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B16001 *J15006 *J15005 ~9Y438M4 OH-90 10 10 0.56 180.00 180.00 96.00 96.00 B16021 *J15026 *J15025 ~9Y438M4 OH0 302.2 302.2 0.00 -0.69 0.00 -0.00 0.00 0.00 9999.00 Buckled 10 10 0.56 180.00 180.00 96.00 96.00 B16031 *J15036 *J15035 ~9Y438M4 OH0 302.2 302.2 0.00 -0.69 0.00 -0.00 0.00 0.00 9999.00 Buckled 10 10 0.56 180.00 180.00 96.00 96.00 B25007 *J15011 *J20002 ~HB500 XH-90 10.9 31.6 100.00 -1.08 21.35 -216.45 -4.01 12.54 1.01 Eq H1-3 1.176 1.176 176.60 210.67 239.40 127.68 127.68 Page 26 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Case with Unity Ratio Between 0.8 And 1 /- KL/R --/ /------- Stresses/Allowable (MPa) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B1205 *J1872 *J188 ~11_365 OH-90 21.4 21.4 0.01 5.40 -156.03 62.21 -20.21 21.44 0.97 Eq. 3.3.1-2 1.000 1.000 144.00 180.00 180.00 96.00 96.00 B1301 *J1872 *J1871 ~11_365 OH0 6.0 6.0 100.00 1.03 -136.69 15.30 15.80 -19.34 0.96 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 0.77 Eq. 3.3.1-2 B1126 *J188 *J189 ~13_375 OH0 14.4 14.4 0.02 0.84 -141.59 0.46 11.05 23.71 0.99 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 0.79 Eq. 3.3.1-2 B1104 *J1152 *J126 ~14_375 OH0 20.2 20.2 0.01 -6.73 147.11 7.40 -1.39 -8.79 0.87 Eq. 3.3.1-2 1.173 1.173 137.60 180.00 180.00 96.00 96.00 B1019 *J199 *J197 ~16E500 OH0 7.1 7.1 0.03 -12.19 152.21 -4.17 58.78 58.78 0.84 Eq. 3.3.3-1 1.176 1.176 165.43 209.86 209.86 111.92 111.92 0.80 Eq. 3.3.1-2 B1011 *J119 *J139 ~16E750 OH0 15.6 15.6 0.01 1.86 143.10 -4.61 20.66 20.66 0.87 Eq. 3.3.3-1 1.000 1.000 167.88 209.86 209.86 111.92 111.92 0.69 Eq. 3.3.1-2 B3101 *J3511 *J3151 ~16_500 OH-90 108.1 108.1 100.00 -5.15 121.48 -32.98 4.47 4.47 0.83 Eq. 3.3.3-1 1.111 1.111 83.32 180.00 180.00 96.00 96.00 0.74 Eq. 3.3.1-2 B2007 *J219 *J239 ~18_375 OH0 23.0 23.0 0.01 -3.55 139.48 -33.28 17.37 17.37 0.97 Eq. 3.3.3-1 1.174 1.174 136.48 178.69 178.69 96.00 96.00 0.83 Eq. 3.3.1-2 B3051 *J315 *J211 ~18_375 XH0 113.4 113.4 0.00 120.85 47.03 11.68 -0.60 -1.69 0.83 Eq. 3.3.1-2 1.000 1.000 191.52 237.66 237.66 127.68 127.68 B5051 *J515 *J5712 ~26_437 OH-90 54.1 54.1 0.00 -4.13 -6.30 -3.79 0.13 0.65 0.82 Eq. 3.3.3-1 1.163 1.163 121.23 173.20 173.20 96.00 96.00 0.07 Eq. 3.3.1-2 B5053 *J419 *J559 ~26_437 OH-90 112.6 112.6 100.00 9.60 -8.38 6.66 0.17 -0.76 0.87 Eq. 3.3.3-1 1.000 1.000 144.00 173.20 173.20 96.00 96.00 0.13 Eq. 3.3.1-2 B5054 *J559 *J499 ~26_437 OH0 112.6 112.6 0.00 -5.51 -11.27 4.40 -0.32 0.88 0.83 Eq. 3.3.3-1 1.100 1.100 79.53 173.20 173.20 96.00 96.00 0.11 Eq. 3.3.1-2 B5055 *J491 *J595 ~26_437 OH-90 116.5 116.5 100.00 -7.55 -10.79 -6.25 -0.28 -0.86 0.82 Eq. 3.3.3-1 1.065 1.065 76.19 173.20 173.20 96.00 96.00 0.12 Eq. 3.3.1-2 B5057 *J491 *J551 ~26_437 OH0 112.6 112.6 100.00 -6.36 -10.77 9.23 0.54 -0.79 0.83 Eq. 3.3.3-1 1.089 1.089 79.53 173.20 173.20 96.00 96.00 0.13 Eq. 3.3.1-2 B5058 *J551 *J411 ~26_437 OH-90 112.6 112.6 0.00 6.35 -6.96 5.25 -0.11 0.72 0.85 Eq. 3.3.3-1 1.000 1.000 144.00 173.20 173.20 96.00 96.00 0.09 Eq. 3.3.1-2 B16302 *J3771 *J2891 ~36_5004 OH0 50.2 50.2 0.00 34.05 123.44 -18.09 4.17 -4.89 0.98 Eq. 3.3.1-2 1.000 1.000 144.00 167.24 167.24 96.00 96.00 B204 *J319 *J219 ~46_500 OH-90 39.7 39.7 0.00 39.87 -90.41 32.56 -2.04 5.01 0.88 Eq. 3.3.1-2 1.000 1.000 144.00 158.16 158.16 96.00 96.00 B205 *J219 *J119 ~46_500 XH-90 29.7 29.7 100.00 128.30 21.30 26.98 3.09 0.79 0.83 Eq. 3.3.1-2 1.000 1.000 191.52 210.36 210.36 127.68 127.68 B25001 *J20001 *J15051 ~HB500 XH-90 10.9 31.6 0.01 -3.64 9.10 -201.82 3.50 -1.65 0.91 Eq H1-3 1.176 1.173 176.60 210.67 239.40 127.68 127.68 B25012 *J20003 *J20009 ~HB500 XH-90 21.2 61.9 0.01 -2.25 -2.04 188.14 -3.19 0.18 0.81 Eq H1-3 1.176 1.169 155.08 191.52 239.40 127.68 127.68 B25015 *J20011 *J20004 ~HB500 XH-90 21.2 61.9 100.00 -3.43 3.87 195.93 3.26 0.90 0.86 Eq H1-3 1.175 1.166 155.08 191.52 239.40 127.68 127.68 B26001 *J21001 *J21006 ~HB600 XH-90 35.8 127.1 0.00 1.80 -1.42 -206.35 3.50 0.38 0.88 Eq H1-3 1.000 1.000 191.52 191.52 239.40 127.68 127.68 B26002 *J21006 *J21002 ~HB600 XH-90 35.8 127.1 100.00 -0.89 -0.12 -204.78 -3.49 -0.30 0.87 Eq H1-3 1.176 1.165 88.63 183.28 239.40 127.68 127.68 B26005 *J21003 *J21010 ~HB600 XH-90 35.8 127.1 0.00 -1.25 2.11 200.19 -3.38 -0.81 0.86 Eq H1-3 Page 27 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Case with Unity Ratio Between 0.8 And 1 /- KL/R --/ /------- Stresses/Allowable (MPa) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B26005 *J21003 *J21010 ~HB600 XH-90 1.175 1.160 88.63 183.28 239.40 127.68 127.68 B26006 *J21010 *J21004 ~HB600 XH-90 35.8 127.1 100.00 -0.60 1.39 205.29 3.42 0.75 0.87 Eq H1-3 1.176 1.169 88.63 183.28 239.40 127.68 127.68 Page 28 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Case with Unity Ratio Between 0.5 And 0.8 /- KL/R --/ /------- Stresses/Allowable (MPa) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B1204 *J186 *J1872 ~11_365 OH-90 36.7 36.7 100.00 4.86 -122.75 54.96 2.81 -5.75 0.78 Eq. 3.3.1-2 1.000 1.000 144.00 180.00 180.00 96.00 96.00 B2307 *J238 *J2381 ~11_365 OH0 5.4 5.4 100.00 -4.87 -116.86 -3.43 29.48 -54.45 0.78 Eq. 3.3.3-1 1.176 1.176 142.57 180.00 180.00 96.00 96.00 0.68 Eq. 3.3.1-2 B1117 *J188 *J178 ~13_375 OH-90 12.6 12.6 0.02 -3.33 -91.49 -7.46 0.47 3.78 0.53 Eq. 3.3.1-2 1.176 1.176 140.32 180.00 180.00 96.00 96.00 B1302 *J178 *J1891 ~13_375 OH0 8.9 8.9 100.00 -4.51 95.88 13.58 5.12 6.24 0.64 Eq. 3.3.3-1 1.176 1.176 141.52 180.00 180.00 96.00 96.00 0.57 Eq. 3.3.1-2 B2105 *J295 *J286 ~13_375 OH0 42.3 42.3 0.01 2.46 49.42 50.33 -2.87 -3.13 0.52 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 0.41 Eq. 3.3.1-2 B2107 *J276 *J2592 ~13_375 OH0 52.8 52.8 100.00 -5.78 -89.12 -15.54 -5.69 -5.69 0.59 Eq. 3.3.3-1 1.159 1.159 121.95 180.00 180.00 96.00 96.00 0.54 Eq. 3.3.1-2 B2203 *J288 *J2892 ~13_375 OH-90 14.4 14.4 100.00 -1.82 -80.93 -0.13 -12.74 -12.74 0.56 Eq. 3.3.3-1 1.176 1.176 139.71 180.00 180.00 96.00 96.00 0.46 Eq. 3.3.1-2 B2208 *J277 *J278 ~13_375 OH-90 14.4 14.4 100.00 1.82 -73.65 -2.47 -10.19 -11.77 0.53 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 0.42 Eq. 3.3.1-2 B1105 *J126 *J136 ~14_375 OH0 19.4 19.4 100.00 -5.71 -77.70 -4.45 -2.16 -7.34 0.50 Eq. 3.3.3-1 1.174 1.174 137.87 180.00 180.00 96.00 96.00 0.47 Eq. 3.3.1-2 B1111 *J1952 *J186 ~14_375 OH-90 18.6 18.6 0.01 3.00 108.76 11.00 -2.99 -7.23 0.63 Eq. 3.3.1-2 1.000 1.000 144.00 180.00 180.00 96.00 96.00 B1114 *J167 *J168 ~14_375 OH0 2.0 2.0 100.00 -1.90 -84.22 -20.86 -10.99 -1.94 0.57 Eq. 3.3.3-1 1.176 1.176 143.50 180.00 180.00 96.00 96.00 0.50 Eq. 3.3.1-2 B1115 *J168 *J1592 ~14_375 OH0 13.9 13.9 100.00 2.87 -92.02 8.82 6.54 6.54 0.66 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 0.53 Eq. 3.3.1-2 B2051 *J115 *J211 ~16E500 XH0 105.5 105.5 100.00 -61.13 -37.74 9.19 2.67 -2.92 0.73 Eq. 3.3.1-4 0.620 0.620 121.65 279.11 279.11 148.86 148.86 B2053 *J291 *J195 ~16E500 XH0 105.5 105.5 0.00 -56.92 -29.88 10.75 -0.85 1.90 0.64 Eq. 3.3.1-4 0.658 0.658 121.65 279.11 279.11 148.86 148.86 B1014 *J1591 *J159 ~16E750 OH-90 0.8 0.8 0.22 7.37 -102.63 11.91 -22.18 -22.18 0.54 Eq. 3.3.1-2 1.000 1.000 167.88 209.86 209.86 111.92 111.92 B1015 *J159 *J1592 ~16E750 OH-90 0.8 0.8 0.22 7.37 -101.96 12.38 -22.18 -22.18 0.53 Eq. 3.3.1-2 1.000 1.000 167.88 209.86 209.86 111.92 111.92 B1017 *J179 *J189 ~16E750 OH0 10.2 10.2 0.02 -0.93 -111.00 -4.37 -14.30 22.33 0.66 Eq. 3.3.3-1 1.176 1.176 164.20 209.86 209.86 111.92 111.92 0.53 Eq. 3.3.1-2 B3105 *J3512 *J3951 ~16_500 OH0 108.1 108.1 100.00 -1.85 80.71 43.72 -5.64 -5.64 0.62 Eq. 3.3.3-1 1.153 1.153 83.32 180.00 180.00 96.00 96.00 0.52 Eq. 3.3.1-2 B3106 *J3952 *J386 ~16_500 OH0 53.8 53.8 0.00 0.08 14.59 101.56 -6.54 6.15 0.73 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 0.57 Eq. 3.3.1-2 B3017 *J3951 *J391 ~18_375 OH0 69.2 69.2 0.00 7.73 -24.37 -64.89 2.25 0.98 0.58 Eq. 3.3.3-1 1.000 1.000 144.00 178.69 178.69 96.00 96.00 0.44 Eq. 3.3.1-2 B3050 *J219 *J315 ~18_375 XH0 113.4 113.4 100.00 -37.56 -62.73 -7.16 -0.29 -2.49 0.70 Eq. 3.3.1-4 0.782 0.782 104.95 237.66 237.66 127.68 127.68 B3053 *J291 *J395 ~18_375 XH0 113.4 113.4 100.00 89.39 2.66 26.91 0.71 0.91 0.58 Eq. 3.3.1-2 1.000 1.000 191.52 237.66 237.66 127.68 127.68 B3016 *J395 *J3951 ~18_750 OH0 2.8 2.8 0.06 4.33 39.52 -60.79 11.51 11.51 0.53 Eq. 3.3.3-1 1.000 1.000 144.00 180.00 180.00 96.00 96.00 0.43 Eq. 3.3.1-2 B2003 *J215 *J216 ~20_375 OH0 32.3 32.3 0.00 -23.51 -59.41 -23.92 2.66 2.69 0.54 Eq. 3.3.1-3 Page 29 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Case with Unity Ratio Between 0.5 And 0.8 /- KL/R --/ /------- Stresses/Allowable (MPa) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B2003 *J215 *J216 ~20_375 OH0 1.150 1.150 132.46 176.15 176.15 96.00 96.00 B3055 *J291 *J3311 ~22E500 XH-90 113.9 113.9 100.00 -68.55 -20.54 -4.53 0.55 -1.48 0.80 Eq. 3.3.1-4 0.449 0.449 109.28 274.64 274.64 148.86 148.86 B3052 *J219 *J399 ~22_375 XH-90 113.6 113.6 0.00 96.53 28.12 -15.66 0.58 -1.57 0.64 Eq. 3.3.1-2 1.000 1.000 191.52 230.89 230.89 127.68 127.68 B4051 *J415 *J4411 ~22_375 XH0 113.0 113.0 0.00 77.52 15.94 -3.98 -1.53 -1.61 0.62 Eq. 3.3.3-1 1.000 1.000 191.52 230.89 230.89 127.68 127.68 0.48 Eq. 3.3.1-2 B4053 *J391 *J495 ~22_375 XH0 114.0 114.0 100.00 72.92 12.75 2.39 1.49 1.49 0.60 Eq. 3.3.3-1 1.000 1.000 191.52 230.89 230.89 127.68 127.68 0.44 Eq. 3.3.1-2 B4024 *J491 *J451 ~24E406 OH0 54.9 54.9 0.00 -3.34 -15.06 3.35 -0.19 1.42 0.56 Eq. 3.3.3-1 1.166 1.166 137.79 196.69 196.69 111.92 111.92 0.10 Eq. 3.3.1-2 B4025 *J451 *J411 ~24E406 OH0 54.9 54.9 100.00 -2.91 -19.15 4.47 0.21 -1.52 0.57 Eq. 3.3.3-1 1.167 1.167 137.79 196.69 196.69 111.92 111.92 0.12 Eq. 3.3.1-2 B5052 *J5712 *J411 ~26_437 OH0 62.5 62.5 0.00 -27.82 -2.01 -0.92 0.39 0.56 0.69 Sec. 3.2.5 1.058 1.058 116.25 173.20 173.20 96.00 96.00 0.25 Eq. 3.3.1-3 B4055 *J4411 *J491 ~28_437 OH-90 113.0 113.0 100.00 16.80 -9.11 1.45 -0.29 -0.95 0.74 Eq. 3.3.3-1 1.000 1.000 144.00 171.02 171.02 96.00 96.00 0.17 Eq. 3.3.1-2 B16303 *J2891 *J1891 ~36_5004 OH-90 37.6 37.6 100.00 33.05 -72.85 59.91 3.48 -3.89 0.79 Eq. 3.3.1-2 1.000 1.000 144.00 167.24 167.24 96.00 96.00 B11 *J6110 *J5110 ~42_1003 XH0 0.3 0.3 100.00 -75.04 4.41 -33.44 -15.69 5.61 0.54 Sec. 3.3.4 1.176 1.176 191.43 239.40 239.40 127.68 127.68 0.53 Eq. 3.3.1-3 B12 *J5110 *J4110 ~42_1003 XH0 66.5 66.5 0.00 -75.04 4.41 -33.44 0.93 -0.19 0.65 Eq. 3.3.1-4 0.905 0.905 151.21 239.40 239.40 127.68 127.68 B13 *J4110 *J3110 ~42_1003 XH-90 55.0 55.0 0.00 -83.47 -4.42 -3.42 0.83 0.91 0.54 Eq. 3.3.1-4 0.970 0.970 160.52 239.40 239.40 127.68 127.68 B14 *J3110 *J2110 ~42_1003 XH-90 44.0 44.0 100.00 -78.32 8.79 9.64 0.83 0.83 0.52 Eq. 3.3.1-3 1.052 1.052 168.57 239.40 239.40 127.68 127.68 B15 *J2110 *J1110 ~42_1003 XH-90 33.0 33.0 100.00 -77.21 -15.53 -12.52 -1.47 -1.71 0.52 Eq. 3.3.1-3 1.108 1.108 175.76 239.40 239.40 127.68 127.68 B21 *J6190 *J5190 ~42_1003 XH-90 0.3 0.3 100.00 -97.78 -5.31 -21.07 -12.04 4.66 0.62 Sec. 3.3.4 1.176 1.176 191.43 239.40 239.40 127.68 127.68 0.60 Eq. 3.3.1-3 B22 *J5190 *J4190 ~42_1003 XH-90 66.5 66.5 0.00 -97.78 -5.31 -21.07 0.57 0.23 0.76 Eq. 3.3.1-4 0.822 0.822 151.21 239.40 239.40 127.68 127.68 B23 *J4190 *J3190 ~42_1003 XH-90 55.0 55.0 0.00 -96.50 -0.88 7.44 -0.64 0.61 0.63 Eq. 3.3.1-4 0.938 0.938 160.52 239.40 239.40 127.68 127.68 B24 *J3190 *J2190 ~42_1003 XH-90 44.0 44.0 50.00 -90.23 3.54 -6.60 -0.22 -0.16 0.57 Eq. 3.3.1-3 1.034 1.034 168.57 239.40 239.40 127.68 127.68 B25 *J2190 *J1190 ~42_1003 XH-90 33.0 33.0 100.00 -88.40 9.13 16.65 1.50 -0.29 0.58 Eq. 3.3.1-3 1.098 1.098 175.76 239.40 239.40 127.68 127.68 B26 *J1190 *J1119 ~42_1003 XH-90 3.0 3.0 0.02 -88.41 9.13 16.65 -3.66 -4.09 0.54 Eq. 3.3.1-3 1.176 1.176 190.48 239.40 239.40 127.68 127.68 B42 *J5910 *J4910 ~42_1003 XH0 66.5 66.5 0.00 -65.71 11.88 26.68 -0.69 -0.27 0.56 Eq. 3.3.1-4 0.938 0.938 151.21 239.40 239.40 127.68 127.68 B107 *J3311 *J211 ~46_500 XH-90 39.4 39.4 0.00 88.87 -17.08 -10.32 2.12 2.29 0.56 Eq. 3.3.1-2 1.000 1.000 191.52 210.36 210.36 127.68 127.68 B108 *J211 *J2211 ~46_500 XH0 19.8 19.8 0.00 112.94 9.32 14.33 -1.63 -0.52 0.67 Eq. 3.3.1-2 1.000 1.000 191.52 210.36 210.36 127.68 127.68 Page 30 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Case with Unity Ratio Between 0.5 And 0.8 /- KL/R --/ /------- Stresses/Allowable (MPa) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B109 *J2211 *J111 ~46_500 XH-90 9.9 9.9 100.00 111.22 -25.18 -23.39 -3.86 -3.86 0.74 Eq. 3.3.1-2 1.000 1.000 191.52 210.36 210.36 127.68 127.68 B304 *J399 *J299 ~46_500 XH-90 39.7 39.7 0.00 -64.42 -23.32 -28.09 -1.26 -1.26 0.58 Eq. 3.3.1-3 1.094 1.094 160.00 210.36 210.36 127.68 127.68 B306 *J2291 *J199 ~46_500 XH-90 9.9 9.9 100.00 -54.15 57.92 24.83 2.61 6.47 0.61 Eq. 3.3.1-3 1.172 1.172 174.36 210.36 210.36 127.68 127.68 B405 *J291 *J191 ~46_500 XH0 29.7 29.7 100.00 103.51 -5.63 -15.47 -2.26 -1.28 0.62 Eq. 3.3.1-2 1.000 1.000 191.52 210.36 210.36 127.68 127.68 B1214 *J136 *J137 ~7_280 OH0 17.7 17.7 0.03 -1.87 68.32 -18.22 50.67 50.67 0.53 Shear 1.176 1.176 138.52 180.00 180.00 96.00 96.00 B17015 *J15012 *J117 ~9_438_2 OH0 14.9 14.9 100.00 -0.36 -92.66 -11.84 19.33 19.33 0.64 Eq. 3.3.3-1 1.176 1.176 139.51 180.00 180.00 96.00 96.00 0.52 Eq. 3.3.1-2 B25008 *J20002 *J15031 ~HB500 XH-90 11.8 34.4 0.01 -19.57 72.32 -66.22 1.20 -20.94 0.73 Eq H1-3 1.174 1.158 174.91 210.67 239.40 127.68 127.68 B25017 *J20012 *J20001 ~HB500 XH-90 28.3 82.5 100.00 -15.67 31.52 -56.79 -0.98 4.29 0.52 Eq H1-3 1.166 1.089 136.98 191.52 239.40 127.68 127.68 B25020 *J20012 *J20013 ~HB500 XH-90 42.5 123.8 0.00 0.11 0.80 -164.93 2.64 -0.23 0.69 Eq H1-3 1.000 1.000 191.52 191.52 239.40 127.68 127.68 B25021 *J20013 *J20008 ~HB500 XH-90 42.5 123.8 100.00 0.13 -0.02 -161.60 -2.60 0.17 0.68 Eq H1-3 1.000 1.000 191.52 191.52 239.40 127.68 127.68 B26011 *J21012 *J21013 ~HB600 XH-90 35.8 127.1 0.00 0.08 0.37 -189.26 3.34 -0.27 0.79 Eq H1-3 1.000 1.000 191.52 191.52 239.40 127.68 127.68 B26012 *J21013 *J21008 ~HB600 XH-90 35.8 127.1 100.00 0.10 0.05 -189.98 -3.34 0.25 0.79 Eq H1-3 1.000 1.000 191.52 191.52 239.40 127.68 127.68 Page 31 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C H E C K +++ ===================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Greater Than 1 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J117 *J1172 *J119 406. 19. 280. OH0 -6.1 -67.1 -7.7 *J1282 324. 10. 240. -5.9 -0.8 78.1 0.00 0.00 1.00 95.0 19.8 12.9 6.14 *J1281 *J2281 *J15421 273. 9. 240. OH-90 91.5 179.2 -214.5 *J1282 273. 9. 240. 1.5 -10.7 0.1 0.00 1.00 0.00 32.0 5.0 3.3 4.59 *J1282 *J138 *J117 324. 10. 240. OH-90 -1.5 -383.8 -18.8 *J1281 273. 9. 240. 1.5 0.3 -25.3 0.00 1.00 0.00 -6.9 2.1 1.2 22.21 *J137 *J136 *J138 168. 7. 240. OH0 -2.2 53.2 -5.7 *J116 168. 7. 240. 0.6 -0.2 2.0 0.00 1.00 0.00 22.8 1.7 1.2 1.65 *J138 *J1382 *J1282 324. 10. 240. OH-90 -1.7 -448.4 2.9 *J137 168. 7. 240. -1.6 0.3 5.5 0.00 1.00 0.00 -26.5 -0.3 -0.1 40.17 *J1381 *J2381 *J15411 273. 9. 240. OH-90 44.9 12.5 -190.8 *J1382 273. 9. 240. 1.5 -9.5 -0.0 0.00 1.00 0.00 36.2 5.3 3.4 3.29 *J1382 *J148 *J138 324. 10. 240. OH-90 -1.7 -497.3 0.7 *J1381 273. 9. 240. 1.5 -0.4 -8.3 0.00 1.00 0.00 -63.0 -2.1 -1.1 7.31 *J148 *J136 *J1591 356. 10. 240. OH0 -4.9 -232.9 -5.8 *J1382 324. 10. 240. -7.6 0.8 -14.5 0.00 0.00 1.00 41.2 7.5 4.1 3.70 *J1591 *J149 *J159 406. 19. 280. OH0 1.9 -206.1 -10.5 *J148 356. 10. 240. -3.9 0.3 27.9 0.00 1.00 0.00 162.5 26.7 18.1 1.56 *J168 *J167 *J1592 356. 10. 240. OH0 2.9 -85.2 20.1 *J148 168. 7. 240. -8.9 0.1 -0.8 0.00 1.00 0.00 20.6 2.0 1.0 1.19 *J1871 *J2871 *J15401 610. 13. 240. OH0 2.4 -19.2 -4.8 *J1872 273. 9. 240. 0.8 -6.8 -0.8 0.00 1.00 0.00 33.2 5.6 2.5 1.82 *J188 *J197 *J178 324. 10. 240. OH0 -0.6 -134.5 -7.3 *J189 324. 10. 240. 0.8 0.0 -10.4 0.00 0.37 0.63 36.5 7.0 4.3 2.42 *J188 *J197 *J178 324. 10. 240. OH-90 2.1 -128.0 -34.5 *J1891 324. 10. 240. 0.6 -1.0 9.2 0.00 0.00 1.00 52.2 10.0 6.1 1.52 *J188 *J197 *J178 324. 10. 240. OH-90 2.1 -128.0 -34.5 *J1872 273. 9. 240. 4.2 4.2 -4.4 0.00 0.56 0.44 27.8 4.8 2.7 2.56 *J189 *J179 *J199 406. 19. 280. OH0 -0.4 147.7 2.2 *J1891 324. 10. 240. 2.8 -0.0 32.1 0.00 1.00 0.00 178.6 24.1 15.7 2.06 *J1891 *J2891 *J15301 914. 13. 240. OH0 32.9 -66.0 -57.9 *J178 324. 10. 240. -4.3 7.0 -1.0 0.00 1.00 0.00 23.7 7.0 2.6 1.58 *J1891 *J2891 *J15301 914. 13. 240. OH0 32.9 -66.0 -57.9 *J189 324. 10. 240. 2.8 -47.9 -0.8 0.00 1.00 0.00 26.1 7.0 2.6 47.68 *J1891 *J2891 *J15301 914. 13. 240. OH-90 33.1 -72.8 -59.9 *J179 324. 10. 240. -2.6 -17.5 -0.5 0.00 1.00 0.00 23.5 6.9 2.6 6.65 *J1891 *J2891 *J15301 914. 13. 240. OH0 32.9 -66.0 -57.9 *J188 324. 10. 240. 0.2 -22.1 -1.0 0.00 0.00 1.00 20.1 7.0 2.6 10.45 *J197 *J199 *J1971 406. 13. 280. OH-90 -16.8 -31.2 -12.8 *J188 324. 10. 240. 2.0 -2.6 20.9 0.00 1.00 0.00 66.8 11.3 6.2 3.46 *J211 *J3311 *J2211 1168. 13. 240. OH0 10.1 2.7 -1.4 *J213 508. 10. 240. -23.7 9.9 -5.0 0.58 0.40 0.02 36.8 17.3 5.1 1.93 *J211 *J3311 *J2211 1168. 13. 240. XH0 112.9 9.3 -14.3 *J115 406. 13. 280. -98.0 -5.9 -0.3 1.00 0.00 0.00 74.3 24.5 7.9 1.41 *J211 *J3311 *J2211 1168. 13. 240. XH0 112.9 9.3 -14.3 *J315 457. 10. 240. 167.3 0.7 -0.2 0.92 0.06 0.02 77.1 29.3 9.0 2.19 *J211 *J3311 *J2211 1168. 13. 240. OH0 10.1 2.7 -1.4 Page 32 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C H E C K +++ ===================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Greater Than 1 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J2511 457. 10. 240. -4.7 2.4 3.8 0.00 0.00 1.00 23.2 13.8 4.2 1.14 *J213 *J211 *J215 508. 10. 240. XH-90 -21.3 9.1 -21.3 *J313 168. 10. 240. 5.1 0.0 1.3 0.00 0.40 0.60 15.2 1.9 0.9 1.75 *J213 *J211 *J215 508. 10. 240. XH-90 -21.3 9.1 -21.3 *J113 168. 10. 240. 3.1 0.0 -1.0 0.00 0.00 1.00 13.6 1.9 0.9 1.34 *J215 *J213 *J216 508. 10. 240. OH0 -23.5 -59.4 23.9 *J248 324. 10. 240. 7.9 -1.8 7.0 0.80 0.20 0.00 51.9 10.0 4.0 1.92 *J218 *J217 *J219 508. 10. 240. OH-90 -26.0 -7.0 -33.0 *J228 324. 10. 240. -4.5 4.2 26.0 0.00 1.00 0.00 26.6 6.0 2.4 11.46 *J219 *J319 *J119 1168. 13. 240. OH0 55.2 -17.1 16.8 *J218 508. 10. 240. -40.6 31.1 6.6 1.00 0.00 0.00 42.2 17.7 5.3 5.32 *J219 *J319 *J119 1168. 13. 240. XH0 -31.1 49.5 15.9 *J115 406. 13. 280. 85.4 4.8 -0.8 1.00 0.00 0.00 67.7 22.9 7.4 1.41 *J219 *J319 *J119 1168. 13. 240. OH0 55.2 -17.1 16.8 *J315 457. 10. 240. 80.7 4.4 0.7 0.72 0.24 0.04 55.7 22.4 6.9 1.58 *J219 *J319 *J119 1168. 13. 240. OH-90 72.3 -12.6 13.0 *J239 457. 10. 240. -18.3 22.7 2.6 1.00 0.00 0.00 37.3 14.0 4.3 3.71 *J219 *J319 *J119 1168. 13. 240. XH-90 126.8 -10.1 15.5 *J199 457. 13. 240. -157.4 0.4 -2.7 1.00 0.00 0.00 72.4 26.9 8.2 2.50 *J219 *J319 *J119 1168. 13. 240. XH-90 126.8 -10.1 15.5 *J399 559. 10. 240. 161.9 6.8 2.7 0.99 0.00 0.01 75.5 34.5 10.1 2.45 *J2211 *J211 *J111 1168. 13. 240. XH0 113.9 2.1 -2.5 *J2312 273. 13. 240. -0.9 -1.0 2.8 0.00 1.00 0.00 19.0 5.8 2.5 1.20 *J228 *J238 *J218 324. 10. 240. OH0 -6.7 -210.6 40.3 *J2281 273. 9. 240. -3.4 -0.4 2.8 0.00 1.00 0.00 30.6 4.6 2.5 1.24 *J2281 *J3281 *J1281 273. 9. 240. OH0 90.1 -146.7 155.3 *J228 273. 9. 240. -3.4 -5.5 -0.0 0.00 1.00 0.00 38.2 5.2 3.4 1.22 *J2291 *J299 *J199 1168. 13. 240. XH-90 -54.7 15.6 -9.2 *J2393 273. 13. 240. 1.9 0.9 5.2 0.00 1.00 0.00 19.8 5.3 2.3 2.36 *J238 *J248 *J228 324. 10. 240. OH0 -5.8 -271.2 22.3 *J2381 273. 9. 240. -3.8 0.1 -4.8 0.00 1.00 0.00 9.9 3.3 1.8 3.09 *J2381 *J3381 *J1381 273. 9. 240. OH0 44.1 -32.5 184.1 *J238 273. 9. 240. -3.8 -5.8 0.2 0.00 1.00 0.00 38.1 5.1 3.3 1.45 *J2591 *J249 *J259 457. 19. 240. OH0 -1.8 -81.9 -10.4 *J248 324. 10. 240. 2.1 2.2 19.0 0.00 1.00 0.00 119.8 18.0 10.8 1.80 *J289 *J279 *J299 457. 13. 240. OH0 -1.9 -14.1 -41.8 *J2892 324. 10. 240. -11.8 2.8 10.4 0.00 1.00 0.00 54.9 9.2 4.6 2.58 *J2891 *J3771 *J1891 914. 13. 240. OH0 32.2 4.3 35.9 *J277 324. 10. 240. -0.9 10.1 -6.3 0.00 0.02 0.98 20.9 7.1 2.7 4.43 *J2891 *J3771 *J1891 914. 13. 240. OH-90 31.8 3.5 33.9 *J2892 324. 10. 240. -0.9 -23.4 2.2 0.00 0.01 0.99 20.9 7.1 2.7 11.71 *J2891 *J3771 *J1891 914. 13. 240. OH0 32.2 4.3 35.9 *J278 324. 10. 240. -0.9 -1.5 -3.1 0.00 0.00 1.00 20.9 7.1 2.7 1.23 *J2891 *J3771 *J1891 914. 13. 240. OH0 32.2 4.3 35.9 *J288 324. 10. 240. -0.9 -1.2 2.8 0.00 0.02 0.98 20.9 7.1 2.7 1.13 *J291 *J391 *J191 1168. 13. 240. XH0 102.1 -3.8 -1.8 *J195 406. 13. 280. -91.2 -4.2 -2.5 1.00 0.00 0.00 75.2 24.7 8.0 1.55 Page 33 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C H E C K +++ ===================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Greater Than 1 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J291 *J391 *J191 1168. 13. 240. XH0 102.1 -3.8 -1.8 *J395 457. 10. 240. 124.3 3.5 1.1 0.86 0.11 0.03 76.8 29.5 9.0 1.76 *J291 *J391 *J191 1168. 13. 240. OH0 -3.8 10.2 2.7 *J2512 457. 10. 240. -8.4 2.9 3.3 0.00 0.00 1.00 23.1 13.7 4.2 1.19 *J291 *J391 *J191 1168. 13. 240. XH-90 -70.9 -0.4 0.7 *J2311 457. 19. 280. 143.3 2.4 2.4 1.00 0.00 0.00 66.6 24.8 7.6 2.48 *J291 *J391 *J191 1168. 13. 240. XH-90 -70.9 -0.4 0.7 *J3311 559. 13. 280. -149.2 -3.9 -3.6 0.85 0.12 0.03 66.2 31.7 9.3 2.66 *J295 *J299 *J291 508. 10. 240. XH0 -2.5 -32.1 4.0 *J286 324. 10. 240. -7.7 -2.2 5.3 0.56 0.44 0.00 70.1 13.8 5.5 1.10 *J299 *J399 *J2291 1168. 13. 240. OH0 30.6 18.0 -17.5 *J289 457. 13. 240. -3.5 32.0 13.6 0.00 0.00 1.00 23.6 14.0 4.3 8.53 *J299 *J399 *J2291 1168. 13. 240. XH0 -60.9 -20.6 8.8 *J2391 406. 13. 280. 78.5 0.3 0.3 1.00 0.00 0.00 68.2 22.6 7.3 1.19 *J299 *J399 *J2291 1168. 13. 240. XH0 -60.9 -20.6 8.8 *J395 457. 10. 240. -95.6 -3.3 4.4 0.71 0.25 0.04 65.7 27.0 8.3 2.00 *J311 *J4411 *J3311 1219. 38. 240. OH-90 10.7 -7.8 4.7 *J3511 457. 10. 240. -9.9 58.2 12.7 0.00 0.41 0.59 194.5 51.5 32.0 1.72 *J313 *J311 *J3151 457. 10. 240. XH-90 -17.5 -127.4 -10.1 *J413 168. 10. 240. -1.7 0.0 1.7 0.00 1.00 0.00 14.4 1.8 0.9 2.03 *J313 *J311 *J3151 457. 10. 240. XH-90 -17.5 -127.4 -10.1 *J213 168. 10. 240. 4.5 0.0 -1.2 0.00 1.00 0.00 15.8 1.8 0.9 1.64 *J315 *J3151 *J3152 457. 19. 240. XH0 14.4 232.3 25.8 *J211 457. 10. 240. 165.2 7.3 -0.1 0.31 0.69 0.00 152.5 40.8 28.6 1.12 *J3151 *J313 *J315 457. 19. 240. OH-90 -9.4 129.3 39.3 *J3511 406. 13. 240. -8.3 -5.0 18.6 0.00 1.00 0.00 116.7 30.4 19.8 1.04 *J3152 *J315 *J316 457. 19. 240. OH0 -9.5 193.0 29.5 *J328 406. 13. 240. -10.6 -4.4 -20.2 0.00 1.00 0.00 150.0 33.4 21.8 1.02 *J317 *J316 *J319 457. 16. 240. XH0 23.7 -298.6 -8.2 *J15014 219. 11. 240. -1.1 -0.1 -0.0 0.00 1.00 0.00 -0.1 3.5 2.0 8.18 *J328 *J3152 *J338 406. 13. 240. OH-90 -5.8 382.1 -11.4 *J3281 273. 9. 240. -1.1 0.6 32.9 0.00 1.00 0.00 -26.1 1.6 0.8 39.57 *J338 *J328 *J3591 406. 13. 240. OH-90 -5.3 344.3 -6.4 *J3381 273. 9. 240. -1.5 0.7 -14.6 0.00 1.00 0.00 -7.0 2.9 1.5 9.94 *J3511 *J351 *J311 457. 19. 240. OH0 -3.1 -232.1 -55.9 *J3151 406. 13. 240. -11.0 6.1 -9.3 0.00 1.00 0.00 -217.1 -1.7 -1.1 20.65 *J3512 *J391 *J351 457. 19. 240. XH0 -3.4 -226.5 -12.3 *J3951 406. 13. 240. 1.0 -0.9 -6.6 0.00 1.00 0.00 -248.6 0.6 0.4 18.97 *J376 *J386 *J377 406. 13. 240. XH-90 -5.0 290.8 37.7 *J3771 273. 9. 240. -1.7 -0.0 0.0 0.00 1.00 0.00 -0.4 7.0 3.6 4.21 *J3771 *J15305 *J2891 914. 13. 240. OH0 34.1 123.4 18.1 *J376 273. 9. 240. -1.6 14.7 9.3 0.00 1.00 0.00 19.2 4.7 2.0 14.39 *J3771 *J15305 *J2891 914. 13. 240. OH0 34.1 123.4 18.1 *J377 273. 9. 240. -1.6 100.8 -2.5 0.00 1.00 0.00 19.2 4.7 2.0 455.27 *J386 *J3952 *J376 406. 13. 240. OH0 0.0 78.0 67.9 *J3861 273. 9. 240. -1.9 1.5 -11.9 0.00 1.00 0.00 45.1 6.5 3.4 3.63 Page 34 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C R U S H I N G +++ =========================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Joint Crushing For Most Severe Load Case With Unity Ratios Greater Than 1 /-------------- Chord ------------/ Joint Left Right Eff.Len. Load Ref. Angle /-------- Forces --------/ Stress Unity Name Joint Joint Class (mm) Case Joint (Deg) Axial Moment Shear (MPa) Ratio Comment -------- -------- -------- -------- -------- -------- -------- ----- -------- -------- -------- -------- ----- ---------------- *J122 *J121 *J123 ~7_280 421.00 XH0 *J142 90 3.4 0.1 -0.0 215.20 1.12 *J1891 *J2891 *J15301 ~36_5004 2286.00 XH-90 *J178 350 -0.9 1.8 1.4 279.95 1.46 *J219 *J319 *J119 ~46_500 4489.21 OH0 *J218 180 -1.6 2.0 -0.6 156.23 1.08 *J299 *J399 *J2291 ~46_500 4489.13 OH0 *J289 90 -3.6 1.9 -0.0 147.94 1.03 *J315 *J3151 *J3152 ~18_750 1437.88 OH0 *J219 180 -17.7 1.5 0.0 -173.95 1.21 Page 35 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Sample of a Jacket Inplace Anayisis * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== BUOYANCY AND WEIGHT FOR JACKET . . . . . . . . . . . . 1 CURRENT ENVIRONMENT . . . . . . . . . . . . . . . . . 2 FORCES ACTING ON JACKET . . . . . . . . . . . . . . . 3 CURRENT ENVIRONMENT . . . . . . . . . . . . . . . . . 4 FORCES ACTING ON JACKET . . . . . . . . . . . . . . . 5 CURRENT ENVIRONMENT . . . . . . . . . . . . . . . . . 6 FORCES ACTING ON JACKET . . . . . . . . . . . . . . . 7 CURRENT ENVIRONMENT . . . . . . . . . . . . . . . . . 8 FORCES ACTING ON JACKET . . . . . . . . . . . . . . . 9 BUOYANCY AND WEIGHT FOR JACKET . . . . . . . . . . . . 10 CURRENT ENVIRONMENT . . . . . . . . . . . . . . . . . 11 FORCES ACTING ON JACKET . . . . . . . . . . . . . . . 12 CURRENT ENVIRONMENT . . . . . . . . . . . . . . . . . 13 FORCES ACTING ON JACKET . . . . . . . . . . . . . . . 14 CURRENT ENVIRONMENT . . . . . . . . . . . . . . . . . 15 FORCES ACTING ON JACKET . . . . . . . . . . . . . . . 16 CURRENT ENVIRONMENT . . . . . . . . . . . . . . . . . 17 FORCES ACTING ON JACKET . . . . . . . . . . . . . . . 18 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 19 PILE CHECK STANDARD . . . . . . . . . . . . . . . . . 20 ALLOWABLE STRESS MODIFIERS . . . . . . . . . . . . . . 21 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 22 STANDARD WS JOINT CHECK . . . . . . . . . . . . . . . 31 STANDARD WS JOINT CRUSHING . . . . . . . . . . . . . . 34 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 35