Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P O I N T J O I N T S C F S U M M A R Y +++ ===================================================== /-------- Chord ---------/ SCF /------ Brace --------/ Joint Left Right Comp. Angle Joint /----- Brace SCFs -------/ /------ Chord SCFs ------/ Name Joint Joint Class Type Joint Class (Deg) Type Ax Cr Ax Sa IPB OPB Ax Cr Ax Sa IPB OPB -------- -------- -------- -------- ------- -------- -------- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- *2 *1 *3 ~TUBE UserInp *4 ~TUBE 90.00 K 100.00 100.00 100.00 100.00 200.00 300.00 400.00 500.00 T&Y 100.00 100.00 100.00 100.00 200.00 300.00 400.00 500.00 X 100.00 100.00 100.00 100.00 200.00 300.00 400.00 500.00 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M S C F S F O R P A R T T E M P +++ ===================================================== Dimensions are in Inches SCFs Are Corrected For Thickness Beam Connection /----- SN -------/-- Beam Fatigue --/ Name /---- Nodes ----/ %Dist. Type Thickness Curve SCF X SCF Y SCF Z -------- -------- -------- -------- --------------- --------- -------- ------ ----- ----- TSTBEAM *2 *4 0.00 TUBE/JOINT 1.000 TP 123.11123.11123.11 100.00 TUBE/TUBE 1.000 TP 246.23369.34492.46 TUBE|002 *1 *2 0.00 TUBE/TUBE 1.000 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 TUBE|003 *2 *3 0.00 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 1.000 DNV_W3 1.00 1.00 1.00 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ J O I N T D I S P L A C E M E N T S +++ ============================================= In Body Part System Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/ Name Case X Y Z X Y Z -------- -------- --------- --------- --------- --------- --------- --------- *1 NETHOG 0.000 0.000 0.000 0.000 -0.000 0.000 NETSAG 0.000 0.000 0.000 0.000 0.000 0.000 *2 NETHOG -0.003 0.000 -0.003 0.000 0.011 0.000 NETSAG 0.004 0.000 0.002 -0.000 -0.009 0.000 *3 NETHOG -0.001 0.000 -0.986 0.000 0.024 0.000 NETSAG 0.007 0.000 0.759 -0.000 -0.018 0.000 *4 NETHOG 0.387 -0.000 -0.003 0.000 0.009 0.000 NETSAG -0.357 0.000 0.003 -0.000 -0.009 0.000 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TSTBEAM *2 *4 ~TUBE NETSAG 0.00 47.99 36.16 0.00 -0.00 -0.07 7231.03 0.0000 TUBE|002 *1 *2 ~TUBE NETSAG 0.00 161.19 -0.00 -1068.66 -0.03 829.74 0.01 0.0000 TUBE|003 *2 *3 ~TUBE NETSAG 0.00 141.63 -0.00 1104.10 0.01 -2.2013E5 0.00 0.0000 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- TSTBEAM *2 *4 ~TUBE NETSAG 5.7 5.7 100.00 0.01 0.00 -0.00 0.02 0.00 9999.00 D/T > 20000/Fy 1.000 1.000 21.60 11.52 11.52 14.40 14.40 48.0 0.0 0.0 36.2 0.0 TUBE|002 *1 *2 ~TUBE NETHOG 5.7 5.7 100.00 -0.03 2.78 -0.00 0.00 0.69 9999.00 D/T > 20000/Fy 1.176 1.176 6.15 11.52 11.52 14.40 14.40 0.24 Eq. 3.3.1-2 -115.8 260999.1 0.0 0.0 1307.8 TUBE|003 *2 *3 ~TUBE NETHOG 5.7 5.7 0.00 0.01 3.20 -0.00 0.00 -0.80 9999.00 D/T > 20000/Fy 1.000 1.000 21.60 11.52 11.52 14.40 14.40 0.28 Eq. 3.3.1-2 52.5 300562.8 0.0 0.0 -1501.7 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ W S B E A M C H E C K S U M M A R Y +++ ================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- TUBE|003 *2 *3 ~TUBE NETHOG 5.7 5.7 0.00 0.01 3.20 -0.00 0.00 -0.80 9999.00 D/T > 20000/Fy 1.000 1.000 21.60 11.52 11.52 14.40 14.40 0.28 Eq. 3.3.1-2 52.5 300562.8 0.0 0.0 -1501.7 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ D E T A I L W S J O I N T C H E C K +++ ================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /- 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 -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *2 *1 *3 1200 1.000 36.0 NETHOG 0.0 3.2 0.0 *4 1200 1.000 36.0 -14.3 39566.1 0.0 0.00 1.00 0.00 868.79.5386E52.8503E5 0.02 NETSAG 0.0 -2.3 0.0 48.0 -7231.0 -0.1 0.00 1.00 0.00 673.39.5511E52.8541E5 0.07 SS1090 -0.1 -0.0 -0.1 -7692.5 -40.6 177466.8 0.00 1.00 0.00 871.89.5539E52.8549E5 9.45 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ W S J O I N T C H E C K S U M M A R Y +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Greater Than 0 /- 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 -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *2 *1 *3 1200 1.000 36.0 SS1090 -0.1 -0.0 -0.1 -7692.5 -40.6 177466.8 0.00 1.00 0.00 871.89.5539E52.8549E5 9.45 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ D E T A I L W S J O I N T C R U S H I N G +++ ======================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /-------------- Chord ------------/ Joint Left Right Eff.Len. Load Ref. Angle /-------- Forces --------/ Stress Unity Name Joint Joint Class (in) Case Joint (Deg) Axial Moment Shear (Ksi) Ratio Comment -------- -------- -------- -------- -------- -------- -------- ----- -------- -------- -------- -------- ----- ---------------- *2 *1 *3 ~TUBE 3000.00 NETHOG *4 0 -2.7 -39.3 0.0 -0.01 0.00 NETHOG *4 10 -2.6 -37.3 0.5 -0.01 0.00 NETHOG *4 20 -2.2 -31.4 0.9 -0.01 0.00 NETHOG *4 30 -1.7 -22.2 1.2 -0.01 0.00 NETHOG *4 40 -1.0 -10.4 1.5 -0.00 0.00 NETHOG *4 50 -0.2 3.0 1.6 -0.00 0.00 NETHOG *4 60 0.7 16.6 1.5 0.00 0.00 NETHOG *4 70 1.7 29.1 1.3 0.01 0.00 NETHOG *4 80 2.7 39.0 0.9 0.01 0.00 NETHOG *4 90 3.6 44.8 0.4 0.01 0.00 NETHOG *4 100 4.3 45.2 -0.3 0.01 0.00 NETHOG *4 110 4.6 39.5 -1.0 0.01 0.00 NETHOG *4 120 4.6 28.2 -1.6 0.01 0.00 NETHOG *4 130 4.4 12.6 -2.0 0.00 0.00 NETHOG *4 140 4.0 -5.2 -2.1 0.00 0.00 NETHOG *4 150 3.5 -22.6 -1.9 0.01 0.00 NETHOG *4 160 3.1 -37.2 -1.4 0.01 0.00 NETHOG *4 170 2.8 -46.9 -0.8 0.01 0.00 NETHOG *4 180 2.7 -50.3 -0.0 0.01 0.00 NETHOG *4 190 2.8 -46.9 0.8 0.01 0.00 NETHOG *4 200 3.1 -37.2 1.4 0.01 0.00 NETHOG *4 210 3.5 -22.6 1.9 0.01 0.00 NETHOG *4 220 4.0 -5.2 2.1 0.00 0.00 NETHOG *4 230 4.4 12.6 2.0 0.00 0.00 NETHOG *4 240 4.6 28.2 1.6 0.01 0.00 NETHOG *4 250 4.6 39.5 1.0 0.01 0.00 NETHOG *4 260 4.3 45.2 0.3 0.01 0.00 NETHOG *4 270 3.6 44.8 -0.4 0.01 0.00 NETHOG *4 280 2.7 39.0 -0.9 0.01 0.00 NETHOG *4 290 1.7 29.1 -1.3 0.01 0.00 NETHOG *4 300 0.7 16.6 -1.5 0.00 0.00 NETHOG *4 310 -0.2 3.0 -1.6 -0.00 0.00 NETHOG *4 320 -1.0 -10.4 -1.5 -0.00 0.00 NETHOG *4 330 -1.7 -22.2 -1.2 -0.01 0.00 NETHOG *4 340 -2.2 -31.4 -0.9 -0.01 0.00 NETHOG *4 350 -2.6 -37.3 -0.5 -0.01 0.00 NETSAG *4 0 8.9 131.7 0.0 0.03 0.00 NETSAG *4 10 8.5 124.9 -1.5 0.03 0.00 NETSAG *4 20 7.5 105.3 -2.9 0.03 0.00 NETSAG *4 30 5.7 74.3 -4.1 0.02 0.00 NETSAG *4 40 3.4 34.7 -4.9 0.01 0.00 NETSAG *4 50 0.6 -10.0 -5.3 0.00 0.00 NETSAG *4 60 -2.5 -55.6 -5.1 -0.01 0.00 NETSAG *4 70 -5.7 -97.4 -4.4 -0.02 0.00 NETSAG *4 80 -9.0 -130.5 -3.1 -0.03 0.00 NETSAG *4 90 -12.0 -150.0 -1.3 -0.04 0.00 NETSAG *4 100 -14.3 -151.4 1.0 -0.04 0.00 NETSAG *4 110 -15.5 -132.4 3.3 -0.03 0.00 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ D E T A I L W S J O I N T C R U S H I N G +++ ======================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /-------------- Chord ------------/ Joint Left Right Eff.Len. Load Ref. Angle /-------- Forces --------/ Stress Unity Name Joint Joint Class (in) Case Joint (Deg) Axial Moment Shear (Ksi) Ratio Comment -------- -------- -------- -------- -------- -------- -------- ----- -------- -------- -------- -------- ----- ---------------- *2 *1 *3 ~TUBE 3000.00 NETSAG *4 120 -15.5 -94.4 5.3 -0.03 0.00 NETSAG *4 130 -14.7 -42.1 6.6 -0.01 0.00 NETSAG *4 140 -13.3 17.3 6.9 -0.01 0.00 NETSAG *4 150 -11.7 75.6 6.3 -0.02 0.00 NETSAG *4 160 -10.3 124.5 4.8 -0.03 0.00 NETSAG *4 170 -9.3 156.9 2.6 -0.04 0.00 NETSAG *4 180 -8.9 168.3 0.0 -0.04 0.00 NETSAG *4 190 -9.3 156.9 -2.6 -0.04 0.00 NETSAG *4 200 -10.3 124.5 -4.8 -0.03 0.00 NETSAG *4 210 -11.7 75.6 -6.3 -0.02 0.00 NETSAG *4 220 -13.3 17.3 -6.9 -0.01 0.00 NETSAG *4 230 -14.7 -42.1 -6.6 -0.01 0.00 NETSAG *4 240 -15.5 -94.4 -5.3 -0.03 0.00 NETSAG *4 250 -15.5 -132.4 -3.3 -0.03 0.00 NETSAG *4 260 -14.3 -151.4 -1.0 -0.04 0.00 NETSAG *4 270 -12.0 -150.0 1.3 -0.04 0.00 NETSAG *4 280 -9.0 -130.5 3.1 -0.03 0.00 NETSAG *4 290 -5.7 -97.4 4.4 -0.02 0.00 NETSAG *4 300 -2.5 -55.6 5.1 -0.01 0.00 NETSAG *4 310 0.6 -10.0 5.3 0.00 0.00 NETSAG *4 320 3.4 34.7 4.9 0.01 0.00 NETSAG *4 330 5.7 74.3 4.1 0.02 0.00 NETSAG *4 340 7.5 105.3 2.9 0.03 0.00 NETSAG *4 350 8.5 124.9 1.5 0.03 0.00 SS1090 *4 0 -1428.3 -21104.7 0.0 -5.04 0.23 SS1090 *4 10 -1369.5 -20024.4 245.9 -4.79 0.22 SS1090 *4 20 -1196.0 -16872.8 471.4 -4.05 0.19 SS1090 *4 30 -916.5 -11913.0 657.2 -2.88 0.13 SS1090 *4 40 -544.8 -5569.1 785.9 -1.39 0.06 SS1090 *4 50 -99.7 1595.2 843.1 -0.40 0.02 SS1090 *4 60 396.1 8904.9 817.8 2.06 0.10 SS1090 *4 70 917.0 15608.0 703.3 3.68 0.17 SS1090 *4 80 1435.4 20914.7 497.8 5.00 0.23 SS1090 *4 90 1923.1 24039.0 204.0 5.84 0.27 SS1090 *4 100 2294.8 24263.9 -160.0 6.01 0.28 SS1090 *4 110 2479.3 21221.9 -532.8 5.42 0.25 SS1090 *4 120 2488.5 15134.2 -847.7 4.10 0.19 SS1090 *4 130 2356.8 6753.5 -1050.8 2.25 0.10 SS1090 *4 140 2133.9 -2779.6 -1108.0 1.35 0.06 SS1090 *4 150 1878.0 -12126.0 -1008.3 3.41 0.16 SS1090 *4 160 1646.0 -19957.1 -764.8 5.14 0.24 SS1090 *4 170 1485.5 -25154.2 -411.9 6.28 0.29 SS1090 *4 180 1428.3 -26973.4 -0.0 6.68 0.31 SS1090 *4 190 1485.5 -25154.2 411.9 6.28 0.29 SS1090 *4 200 1646.0 -19957.1 764.8 5.14 0.24 SS1090 *4 210 1878.0 -12126.0 1008.3 3.41 0.16 SS1090 *4 220 2133.9 -2779.5 1108.0 1.35 0.06 SS1090 *4 230 2356.8 6753.5 1050.8 2.25 0.10 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ D E T A I L W S J O I N T C R U S H I N G +++ ======================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /-------------- Chord ------------/ Joint Left Right Eff.Len. Load Ref. Angle /-------- Forces --------/ Stress Unity Name Joint Joint Class (in) Case Joint (Deg) Axial Moment Shear (Ksi) Ratio Comment -------- -------- -------- -------- -------- -------- -------- ----- -------- -------- -------- -------- ----- ---------------- *2 *1 *3 ~TUBE 3000.00 SS1090 *4 240 2488.5 15134.2 847.7 4.10 0.19 SS1090 *4 250 2479.3 21221.9 532.8 5.42 0.25 SS1090 *4 260 2294.8 24263.9 160.0 6.01 0.28 SS1090 *4 270 1923.1 24039.0 -204.0 5.84 0.27 SS1090 *4 280 1435.4 20914.7 -497.8 5.00 0.23 SS1090 *4 290 917.0 15608.0 -703.3 3.68 0.17 SS1090 *4 300 396.1 8904.9 -817.8 2.06 0.10 SS1090 *4 310 -99.7 1595.2 -843.1 -0.40 0.02 SS1090 *4 320 -544.8 -5569.1 -785.9 -1.39 0.06 SS1090 *4 330 -916.5 -11913.0 -657.2 -2.88 0.13 SS1090 *4 340 -1196.0 -16872.8 -471.4 -4.05 0.19 SS1090 *4 350 -1369.5 -20024.4 -245.9 -4.79 0.22 Page 12 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ W S J O I N T C R U S H I N G S U M M A R Y +++ ========================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Crushing For Most Severe Load Case With Unity Ratios Greater Than 0 /-------------- Chord ------------/ Joint Left Right Eff.Len. Load Ref. Angle /-------- Forces --------/ Stress Unity Name Joint Joint Class (in) Case Joint (Deg) Axial Moment Shear (Ksi) Ratio Comment -------- -------- -------- -------- -------- -------- -------- ----- -------- -------- -------- -------- ----- ---------------- *2 *1 *3 ~TUBE 3000.00 SS1090 *4 180 1428.3 -26973.4 -0.0 6.68 0.31 Page 13 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ T U B U L A R J O I N T F A T I G U E +++ ================================================= SN Based on RAY Curve - Exposure is 60 Days Tubular Joint Fatigue With Maximum CDR Greater Than 0 Joint Node Element Class /---------------- Brace CDR / Chord CDR ----------------------------/ Maximum -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- *2 *4 TSTBEAM ~TUBE 56.68792 68.93610 30.97009 40.70305 56.34148 40.64317 27.79156 42.59498 132.39482 101.33 132.39 95.98676 113.22 101.22 130.92 93.09109 131.46 Page 14 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ T U B U L A R J O I N T F A T I G U E +++ ================================================= SN Based on XP Curve - Exposure is 60 Days Tubular Joint Fatigue With Maximum CDR Greater Than 0 Joint Node Element Class /---------------- Brace CDR / Chord CDR ----------------------------/ Maximum -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- *2 *4 TSTBEAM ~TUBE 34.91233 42.95929 17.54042 29.46124 34.70912 41.96714 14.94264 28.90807 74.33653 53.66870 73.66686 50.53686 74.33653 53.61386 72.90999 49.16931 73.17527 Page 15 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ T U B U L A R J O I N T F A T I G U E +++ ================================================= SN Based on X Curve - Exposure is 60 Days Tubular Joint Fatigue With Maximum CDR Greater Than 0 Joint Node Element Class /---------------- Brace CDR / Chord CDR ----------------------------/ Maximum -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- *2 *4 TSTBEAM ~TUBE 34.60242 42.56650 16.71359 28.67575 34.43940 41.62336 14.35118 28.15862 74.33653 53.22748 73.66686 50.06246 74.33653 53.17220 72.90999 48.70675 73.17527 Page 16 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ T U B U L A R J O I N T F A T I G U E +++ ================================================= SN Based on T Curve - Exposure is 60 Days Tubular Joint Fatigue With Maximum CDR Greater Than 0 Joint Node Element Class /---------------- Brace CDR / Chord CDR ----------------------------/ Maximum -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- *2 *4 TSTBEAM ~TUBE 16.58904 17.92237 8.04725 11.33210 16.29636 13.47556 7.14004 12.91094 69.21426 48.63612 69.21426 49.30244 58.55855 48.57520 58.03886 48.00481 57.80846 Page 17 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ T U B U L A R J O I N T F A T I G U E +++ ================================================= SN Based on TP Curve - Exposure is 60 Days Tubular Joint Fatigue With Maximum CDR Greater Than 0 Joint Node Element Class /---------------- Brace CDR / Chord CDR ----------------------------/ Maximum -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- *2 *4 TSTBEAM ~TUBE 16.44543 17.65409 7.90328 11.03383 16.12931 13.18832 7.04156 12.61519 58.66548 48.58935 58.66548 49.19978 58.40730 48.52677 57.95722 47.93664 57.66605 Page 18 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ T U B U L A R J O I N T F A T I G U E +++ ================================================= SN Based on TP Curve - Exposure is 60 Days Tubular Joint Fatigue With Maximum CDR Greater Than 0 Joint Node Element Class /---------------- Brace CDR / Chord CDR ----------------------------/ Maximum -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- *2 *4 TSTBEAM ~TUBE 48.58935 58.66548 49.19978 58.40730 48.52677 57.95722 47.93664 57.66605 58.66548 Page 19 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ T U B U L A R J O I N T F A T I G U E S U M M A R Y +++ ================================================================= SN Based on TP Curve - Exposure is 60 Days Tubular Joint Fatigue With Maximum CDR Greater Than 0 Joint Node Element CDR Node Element CDR Node Element CDR Node Element CDR -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- *2 *4 TSTBEAM 58.66548 Page 20 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ J O I N T S T R E S S C Y C L E S +++ ============================================= Joint *2 Brace *4 - Exposure is 59 Days Stresses are in KIPS /--- Stress Bounds ---/ /--------------------------- Stress Cycles ----------------------------------/ Brace Points / Chord Points ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 5.00 92709 28695 177650 39004 94172 32594 204691 36107 34783 1701 72088 2400 34823 1843 73186 2269 5.00 10.00 83296 71437 113707 92048 86792 79338 122040 86660 48326 5043 43745 7090 48483 5460 46795 6708 10.00 15.00 78799 84307 78186 98317 82398 89761 76223 95055 31187 8209 28237 11459 31432 8874 32577 10861 15.00 20.00 64339 75349 60748 78336 66544 76212 66535 77288 27171 11099 24018 15327 27488 11969 28769 14564 20.00 25.00 49889 60156 55277 58634 50455 58622 56229 57704 25358 13631 24110 18553 25746 14653 28422 17688 25.00 30.00 38589 47943 48432 47910 38226 46679 42639 46397 22336 15747 24214 21053 22781 16863 27472 20152 30.00 35.00 30500 40542 39713 43060 30063 40515 30351 41466 19302 17420 23754 22796 19781 18569 25691 21920 35.00 40.00 25396 36475 31158 39945 25348 37255 21416 38722 17010 18645 22682 23806 17505 19770 23374 23006 40.00 50.00 43348 65464 42635 69569 44302 66591 28029 68454 30220 39290 40614 48076 31189 41285 39652 46834 50.00 60.00 38414 55585 26888 53547 39393 54207 19123 53557 27854 39617 34005 45527 28707 41067 32579 44809 60.00 70.00 33932 44605 19010 38346 34028 41133 15040 38707 26329 37920 29088 40875 26991 38738 29026 40554 70.00 80.00 28713 34108 14529 26378 27924 29721 12315 26674 24677 35080 26326 35772 25115 35328 27615 35626 80.00 90.00 23345 25213 11448 17877 21981 20885 10047 18040 22764 31803 25001 31255 22987 31631 26792 31083 90.00 100.00 18428 18252 9065 12117 16823 14529 8043 12224 20696 28563 24233 27733 20745 28157 25750 27421 100.00 120.00 25227 22482 12683 13908 22211 17291 11161 14181 35386 48783 45909 48552 35195 47905 46730 47508 Page 21 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ B E A M F A T I G U E S T A N D A R D +++ ================================================= Exposure is 60 Days Beam Fatigue With Maximum CDR Greater Than 0 Element /-- Node Names -/ Class SN % Dist /----------------- CDRs ---------------------/ Slam Max -------- -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- TSTBEAM *2 *4 ~TUBE TP 0.00 7.9033 17.6541 16.4454 12.6152 7.0416 13.1883 16.1293 11.0338 17.6541 TP 100.00 0.6043 0.6043 0.6043 0.6043 0.6043 0.6043 0.6043 0.6043 Page 22 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ B E A M F A T I G U E S U M M A R Y +++ =============================================== Exposure is 60 Days Beam Fatigue With Maximum CDR Greater Than 0 Element /-- Node Names -/ Class CDR Element /-- Node Names -/ Class CDR Element /-- Node Names -/ Class CDR -------- -------- -------- ---------------- -------- -------- -------- ---------------- -------- -------- -------- ---------------- TSTBEAM *2 *4 ~TUBE 17.65409 Page 23 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ B E A M S T R E S S C Y C L E S +++ =========================================== Beam is TSTBEAM - % Distance From A = 0.00 - Exposure is 59 Days Stresses are in KIPS /--- Stress Bounds ---/ /--------------------------- Stress Cycles ----------------------------------/ Point 1 Point 2 Point 3 Point 4 Point 5 Point 6 Point 7 Point 8 ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 5.00 177650 28695 92709 36107 204691 32594 94172 39004 5.00 10.00 113707 71437 83296 86660 122040 79338 86792 92048 10.00 15.00 78186 84307 78799 95055 76223 89761 82398 98317 15.00 20.00 60748 75349 64339 77288 66535 76212 66544 78336 20.00 25.00 55277 60156 49889 57704 56229 58622 50455 58634 25.00 30.00 48432 47943 38589 46397 42639 46679 38226 47910 30.00 35.00 39713 40542 30500 41466 30351 40515 30063 43060 35.00 40.00 31158 36475 25396 38722 21416 37255 25348 39945 40.00 50.00 42635 65464 43348 68454 28029 66591 44302 69569 50.00 60.00 26888 55585 38414 53557 19123 54207 39393 53547 60.00 70.00 19010 44605 33932 38707 15040 41133 34028 38346 70.00 80.00 14529 34108 28713 26674 12315 29721 27924 26378 80.00 90.00 11448 25213 23345 18040 10047 20885 21981 17877 90.00 100.00 9065 18252 18428 12224 8043 14529 16823 12117 100.00 120.00 12683 22482 25227 14181 11161 17291 22211 13908 Page 24 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ B E A M S T R E S S C Y C L E S +++ =========================================== Beam is TSTBEAM - % Distance From A = 100.00 - Exposure is 59 Days Stresses are in KIPS /--- Stress Bounds ---/ /--------------------------- Stress Cycles ----------------------------------/ Point 1 Point 2 Point 3 Point 4 Point 5 Point 6 Point 7 Point 8 ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 5.00 259564 259564 259564 259564 259564 259565 259565 259565 5.00 10.00 174725 174725 174725 174725 174725 174725 174725 174725 10.00 15.00 102158 102158 102158 102158 102158 102158 102158 102158 15.00 20.00 71243 71243 71243 71243 71243 71243 71243 71243 20.00 25.00 45682 45682 45682 45682 45682 45682 45682 45682 25.00 30.00 27936 27936 27936 27936 27936 27936 27936 27936 30.00 35.00 17011 17011 17011 17011 17011 17011 17011 17011 35.00 40.00 10392 10392 10392 10392 10392 10392 10392 10392 40.00 50.00 10362 10362 10362 10362 10362 10362 10362 10362 50.00 60.00 4175 4175 4175 4175 4175 4175 4175 4175 60.00 70.00 1792 1792 1792 1792 1792 1792 1792 1792 70.00 80.00 786 786 786 786 786 786 786 786 80.00 90.00 347 347 347 347 347 347 347 347 90.00 100.00 155 155 155 155 155 155 155 155 100.00 120.00 103 103 103 103 103 103 103 103 Page 25 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ F O R C E R A O D E T A I L +++ ======================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist. Axial /------ Shear ------/ /----- Moments -----/ Element Class Period Heading Frin A Load Y Z Torque Y Z -------- -------- -------- -------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- SUPO|001 ~SUPO 30.000 0 0.00 0.02 0.00 0.19 0.00 134.62 0.00 SUPO|001 ~SUPO 30.000 45 0.00 0.00 0.01 0.09 6.82 7.67 3.01 SUPO|001 ~SUPO 30.000 90 0.00 0.00 0.02 0.05 18.54 9.32 3.59 SUPO|001 ~SUPO 25.000 0 0.00 0.01 0.00 0.13 0.00 72.59 0.00 SUPO|001 ~SUPO 25.000 45 0.00 0.03 0.10 1.05 12.13 138.08 14.60 SUPO|001 ~SUPO 25.000 90 0.00 0.00 0.02 0.05 14.57 10.39 4.14 SUPO|001 ~SUPO 20.000 0 0.00 0.01 0.00 0.07 0.00 23.22 0.00 SUPO|001 ~SUPO 20.000 45 0.00 0.02 0.05 0.56 8.64 44.83 5.11 SUPO|001 ~SUPO 20.000 90 0.00 0.00 0.03 0.12 11.95 23.32 5.49 SUPO|001 ~SUPO 15.000 0 0.00 0.02 0.00 0.25 0.00 72.96 0.00 SUPO|001 ~SUPO 15.000 45 0.00 0.01 0.02 0.31 1.80 33.26 1.38 SUPO|001 ~SUPO 15.000 90 0.00 0.00 0.08 0.39 17.00 78.88 16.32 SUPO|001 ~SUPO 10.000 0 0.00 0.00 0.00 0.03 0.00 3.72 0.00 SUPO|001 ~SUPO 10.000 45 0.00 0.00 0.01 0.02 0.89 3.23 1.65 SUPO|001 ~SUPO 10.000 90 0.00 0.00 0.02 0.03 2.69 6.70 4.08 SUPO|001 ~SUPO 5.000 0 0.00 0.00 0.00 0.03 0.00 6.30 0.00 SUPO|001 ~SUPO 5.000 45 0.00 0.00 0.01 0.03 0.64 5.59 2.35 SUPO|001 ~SUPO 5.000 90 0.00 0.00 0.11 0.46 5.18 91.16 21.88 TSTBEAM ~TUBE 30.000 0 0.00 11.76 6.99 0.00 0.00 0.00 1398.22 TSTBEAM ~TUBE 30.000 45 0.00 10.04 4.83 0.39 0.00 77.44 965.42 TSTBEAM ~TUBE 30.000 90 0.00 9.19 0.00 0.71 0.00 141.48 0.08 TSTBEAM ~TUBE 25.000 0 0.00 16.24 11.15 0.00 0.00 0.00 2229.11 TSTBEAM ~TUBE 25.000 45 0.00 18.34 7.96 1.37 0.00 273.98 1592.77 TSTBEAM ~TUBE 25.000 90 0.00 13.15 0.00 1.10 0.00 220.31 0.10 TSTBEAM ~TUBE 20.000 0 0.00 24.15 20.59 0.00 0.00 0.00 4118.49 TSTBEAM ~TUBE 20.000 45 0.00 24.01 14.76 1.78 0.00 356.29 2951.00 TSTBEAM ~TUBE 20.000 90 0.00 20.46 0.00 2.25 0.00 450.62 0.15 TSTBEAM ~TUBE 15.000 0 0.00 32.73 43.67 0.00 0.00 0.00 8733.98 TSTBEAM ~TUBE 15.000 45 0.00 35.27 32.69 4.03 0.00 806.65 6538.17 TSTBEAM ~TUBE 15.000 90 0.00 37.44 0.00 7.47 0.00 1493.02 0.39 TSTBEAM ~TUBE 10.000 0 0.00 11.41 51.51 0.00 0.00 0.02 10302.29 TSTBEAM ~TUBE 10.000 45 0.00 35.97 66.92 12.85 0.00 2570.37 13383.95 TSTBEAM ~TUBE 10.000 90 0.00 82.29 0.00 56.20 0.00 11240.38 0.39 TSTBEAM ~TUBE 5.000 0 0.00 5.21 14.87 0.00 0.00 0.00 2974.68 TSTBEAM ~TUBE 5.000 45 0.00 82.71 13.23 40.34 0.00 8067.27 2645.69 TSTBEAM ~TUBE 5.000 90 0.00 70.25 0.02 96.77 0.00 19354.22 3.89 TSTBEAM ~TUBE 30.000 0 50.00 11.76 6.99 0.00 0.00 0.00 699.11 TSTBEAM ~TUBE 30.000 45 50.00 10.04 4.83 0.39 0.00 38.72 482.71 TSTBEAM ~TUBE 30.000 90 50.00 9.19 0.00 0.71 0.00 70.74 0.04 TSTBEAM ~TUBE 25.000 0 50.00 16.24 11.15 0.00 0.00 0.00 1114.56 TSTBEAM ~TUBE 25.000 45 50.00 18.34 7.96 1.37 0.00 136.99 796.39 TSTBEAM ~TUBE 25.000 90 50.00 13.15 0.00 1.10 0.00 110.16 0.05 TSTBEAM ~TUBE 20.000 0 50.00 24.15 20.59 0.00 0.00 0.00 2059.25 TSTBEAM ~TUBE 20.000 45 50.00 24.01 14.76 1.78 0.00 178.14 1475.50 TSTBEAM ~TUBE 20.000 90 50.00 20.46 0.00 2.25 0.00 225.31 0.07 TSTBEAM ~TUBE 15.000 0 50.00 32.73 43.67 0.00 0.00 0.00 4366.99 TSTBEAM ~TUBE 15.000 45 50.00 35.27 32.69 4.03 0.00 403.32 3269.08 TSTBEAM ~TUBE 15.000 90 50.00 37.44 0.00 7.47 0.00 746.51 0.19 TSTBEAM ~TUBE 10.000 0 50.00 11.41 51.51 0.00 0.00 0.01 5151.14 Page 26 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ F O R C E R A O D E T A I L +++ ======================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist. Axial /------ Shear ------/ /----- Moments -----/ Element Class Period Heading Frin A Load Y Z Torque Y Z -------- -------- -------- -------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- TSTBEAM ~TUBE 10.000 45 50.00 35.97 66.92 12.85 0.00 1285.19 6691.98 TSTBEAM ~TUBE 10.000 90 50.00 82.29 0.00 56.20 0.00 5620.19 0.19 TSTBEAM ~TUBE 5.000 0 50.00 5.21 14.87 0.00 0.00 0.00 1487.34 TSTBEAM ~TUBE 5.000 45 50.00 82.71 13.23 40.34 0.00 4033.64 1322.84 TSTBEAM ~TUBE 5.000 90 50.00 70.25 0.02 96.77 0.00 9677.11 1.95 TSTBEAM ~TUBE 30.000 0 100.00 11.76 6.99 0.00 0.00 0.00 0.00 TSTBEAM ~TUBE 30.000 45 100.00 10.04 4.83 0.39 0.00 0.00 0.00 TSTBEAM ~TUBE 30.000 90 100.00 9.19 0.00 0.71 0.00 0.00 0.00 TSTBEAM ~TUBE 25.000 0 100.00 16.24 11.15 0.00 0.00 0.00 0.00 TSTBEAM ~TUBE 25.000 45 100.00 18.34 7.96 1.37 0.00 0.00 0.00 TSTBEAM ~TUBE 25.000 90 100.00 13.15 0.00 1.10 0.00 0.00 0.00 TSTBEAM ~TUBE 20.000 0 100.00 24.15 20.59 0.00 0.00 0.00 0.00 TSTBEAM ~TUBE 20.000 45 100.00 24.01 14.76 1.78 0.00 0.00 0.00 TSTBEAM ~TUBE 20.000 90 100.00 20.46 0.00 2.25 0.00 0.00 0.00 TSTBEAM ~TUBE 15.000 0 100.00 32.73 43.67 0.00 0.00 0.00 0.00 TSTBEAM ~TUBE 15.000 45 100.00 35.27 32.69 4.03 0.00 0.00 0.00 TSTBEAM ~TUBE 15.000 90 100.00 37.44 0.00 7.47 0.00 0.00 0.00 TSTBEAM ~TUBE 10.000 0 100.00 11.41 51.51 0.00 0.00 0.00 0.00 TSTBEAM ~TUBE 10.000 45 100.00 35.97 66.92 12.85 0.00 0.00 0.00 TSTBEAM ~TUBE 10.000 90 100.00 82.29 0.00 56.20 0.00 0.00 0.00 TSTBEAM ~TUBE 5.000 0 100.00 5.21 14.87 0.00 0.00 0.00 0.00 TSTBEAM ~TUBE 5.000 45 100.00 82.71 13.23 40.34 0.00 0.00 0.00 TSTBEAM ~TUBE 5.000 90 100.00 70.25 0.02 96.77 0.00 0.00 0.00 TUBE|002 ~TUBE 30.000 0 0.00 6.80 0.00 9.37 0.00 194.67 0.00 TUBE|002 ~TUBE 30.000 45 0.00 4.56 0.32 4.84 96.95 34.91 50.97 TUBE|002 ~TUBE 30.000 90 0.00 0.39 0.30 0.04 49.13 10.32 75.73 TUBE|002 ~TUBE 25.000 0 0.00 10.24 0.00 18.29 0.00 160.09 0.00 TUBE|002 ~TUBE 25.000 45 0.00 7.47 0.66 8.80 140.41 73.36 72.30 TUBE|002 ~TUBE 25.000 90 0.00 0.55 0.43 0.04 65.86 12.31 108.01 TUBE|002 ~TUBE 20.000 0 0.00 16.82 0.00 40.46 0.00 161.11 0.00 TUBE|002 ~TUBE 20.000 45 0.00 11.82 1.34 19.40 392.63 59.71 111.80 TUBE|002 ~TUBE 20.000 90 0.00 0.84 0.72 0.09 121.43 25.13 167.90 TUBE|002 ~TUBE 15.000 0 0.00 27.73 0.00 108.18 0.00 179.77 0.00 TUBE|002 ~TUBE 15.000 45 0.00 20.44 5.19 52.90 1177.46 126.70 179.21 TUBE|002 ~TUBE 15.000 90 0.00 1.39 1.68 0.30 385.32 78.49 305.56 TUBE|002 ~TUBE 10.000 0 0.00 33.80 0.00 315.20 0.01 123.71 0.00 TUBE|002 ~TUBE 10.000 45 0.00 22.70 38.02 190.57 3699.89 113.74 234.98 TUBE|002 ~TUBE 10.000 90 0.00 4.28 6.27 0.02 2808.16 15.17 804.72 TUBE|002 ~TUBE 5.000 0 0.00 49.42 0.00 306.76 0.00 245.59 0.00 TUBE|002 ~TUBE 5.000 45 0.00 27.57 21.78 27.21 2484.59 147.35 126.50 TUBE|002 ~TUBE 5.000 90 0.00 36.49 4.37 0.36 4837.37 273.90 120.89 TUBE|002 ~TUBE 30.000 0 50.00 6.80 0.00 9.37 0.00 1017.67 0.00 TUBE|002 ~TUBE 30.000 45 50.00 4.56 0.32 4.84 96.95 499.13 44.70 TUBE|002 ~TUBE 30.000 90 50.00 0.39 0.30 0.04 49.13 6.88 60.47 TUBE|002 ~TUBE 25.000 0 50.00 10.24 0.00 18.29 0.00 1869.85 0.00 TUBE|002 ~TUBE 25.000 45 50.00 7.47 0.66 8.80 140.41 869.81 71.26 TUBE|002 ~TUBE 25.000 90 50.00 0.55 0.43 0.04 65.86 8.45 88.06 TUBE|002 ~TUBE 20.000 0 50.00 16.82 0.00 40.46 0.00 4036.14 0.00 TUBE|002 ~TUBE 20.000 45 50.00 11.82 1.34 19.40 392.63 1948.81 79.06 Page 27 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ F O R C E R A O D E T A I L +++ ======================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist. Axial /------ Shear ------/ /----- Moments -----/ Element Class Period Heading Frin A Load Y Z Torque Y Z -------- -------- -------- -------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- TUBE|002 ~TUBE 20.000 90 50.00 0.84 0.72 0.09 121.43 16.48 134.53 TUBE|002 ~TUBE 15.000 0 50.00 27.73 0.00 108.18 0.00 10685.48 0.00 TUBE|002 ~TUBE 15.000 45 50.00 20.44 5.19 52.90 1177.46 5221.04 349.17 TUBE|002 ~TUBE 15.000 90 50.00 1.39 1.68 0.30 385.32 48.92 232.70 TUBE|002 ~TUBE 10.000 0 50.00 33.80 0.00 315.20 0.01 31543.35 0.00 TUBE|002 ~TUBE 10.000 45 50.00 22.70 38.02 190.57 3699.89 18951.25 3571.38 TUBE|002 ~TUBE 10.000 90 50.00 4.28 6.27 0.02 2808.16 17.50 441.32 TUBE|002 ~TUBE 5.000 0 50.00 49.42 0.00 306.76 0.00 30442.79 0.00 TUBE|002 ~TUBE 5.000 45 50.00 27.57 21.78 27.21 2484.59 2867.96 2052.25 TUBE|002 ~TUBE 5.000 90 50.00 36.49 4.37 0.36 4837.37 237.78 557.41 TUBE|002 ~TUBE 30.000 0 100.00 6.80 0.00 9.37 0.00 1946.17 0.00 TUBE|002 ~TUBE 30.000 45 100.00 4.56 0.32 4.84 96.95 983.08 58.25 TUBE|002 ~TUBE 30.000 90 100.00 0.39 0.30 0.04 49.13 3.60 58.56 TUBE|002 ~TUBE 25.000 0 100.00 10.24 0.00 18.29 0.00 3695.37 0.00 TUBE|002 ~TUBE 25.000 45 100.00 7.47 0.66 8.80 140.41 1748.78 116.97 TUBE|002 ~TUBE 25.000 90 100.00 0.55 0.43 0.04 65.86 4.74 86.98 TUBE|002 ~TUBE 20.000 0 100.00 16.82 0.00 40.46 0.00 8080.06 0.00 TUBE|002 ~TUBE 20.000 45 100.00 11.82 1.34 19.40 392.63 3888.39 189.87 TUBE|002 ~TUBE 20.000 90 100.00 0.84 0.72 0.09 121.43 8.20 135.24 TUBE|002 ~TUBE 15.000 0 100.00 27.73 0.00 108.18 0.00 21503.32 0.00 TUBE|002 ~TUBE 15.000 45 100.00 20.44 5.19 52.90 1177.46 10510.54 866.40 TUBE|002 ~TUBE 15.000 90 100.00 1.39 1.68 0.30 385.32 19.92 266.64 TUBE|002 ~TUBE 10.000 0 100.00 33.80 0.00 315.20 0.01 63062.53 0.00 TUBE|002 ~TUBE 10.000 45 100.00 22.70 38.02 190.57 3699.89 38008.54 7373.64 TUBE|002 ~TUBE 10.000 90 100.00 4.28 6.27 0.02 2808.16 19.83 726.74 TUBE|002 ~TUBE 5.000 0 100.00 49.42 0.00 306.76 0.00 61118.18 0.00 TUBE|002 ~TUBE 5.000 45 100.00 27.57 21.78 27.21 2484.59 5588.64 4230.36 TUBE|002 ~TUBE 5.000 90 100.00 36.49 4.37 0.36 4837.37 201.65 993.94 TUBE|003 ~TUBE 30.000 0 0.00 6.04 0.00 11.89 0.00 2408.99 0.00 TUBE|003 ~TUBE 30.000 45 0.00 4.43 0.33 6.32 104.04 1291.64 58.25 TUBE|003 ~TUBE 30.000 90 0.00 0.40 0.29 0.01 30.81 3.67 58.56 TUBE|003 ~TUBE 25.000 0 0.00 9.61 0.00 23.66 0.00 4786.04 0.00 TUBE|003 ~TUBE 25.000 45 0.00 6.48 0.72 12.89 253.52 2618.98 116.97 TUBE|003 ~TUBE 25.000 90 0.00 0.57 0.41 0.01 51.50 4.84 86.98 TUBE|003 ~TUBE 20.000 0 0.00 17.71 0.00 54.10 0.00 10933.48 0.00 TUBE|003 ~TUBE 20.000 45 0.00 12.41 1.34 29.00 511.64 5882.78 189.86 TUBE|003 ~TUBE 20.000 90 0.00 0.87 0.69 0.03 109.74 8.36 135.24 TUBE|003 ~TUBE 15.000 0 0.00 40.46 0.00 145.64 0.00 29394.19 0.00 TUBE|003 ~TUBE 15.000 45 0.00 28.23 5.19 80.22 1360.42 16238.24 866.40 TUBE|003 ~TUBE 15.000 90 0.00 1.43 1.68 0.10 369.25 20.30 266.64 TUBE|003 ~TUBE 10.000 0 0.00 81.39 0.00 364.46 0.00 73279.08 0.00 TUBE|003 ~TUBE 10.000 45 0.00 72.12 38.02 254.66 4461.17 51288.20 7373.58 TUBE|003 ~TUBE 10.000 90 0.00 4.38 6.29 0.01 2810.77 20.20 726.73 TUBE|003 ~TUBE 5.000 0 0.00 45.08 0.00 313.03 0.00 62411.15 0.00 TUBE|003 ~TUBE 5.000 45 0.00 21.09 21.79 26.78 2448.01 5330.62 4230.33 TUBE|003 ~TUBE 5.000 90 0.00 36.55 4.45 0.11 4839.01 205.55 993.93 TUBE|003 ~TUBE 30.000 0 50.00 6.04 0.00 11.89 0.00 1220.50 0.00 TUBE|003 ~TUBE 30.000 45 50.00 4.43 0.33 6.32 104.04 659.64 43.56 TUBE|003 ~TUBE 30.000 90 50.00 0.40 0.29 0.01 30.81 2.72 59.25 Page 28 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ F O R C E R A O D E T A I L +++ ======================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist. Axial /------ Shear ------/ /----- Moments -----/ Element Class Period Heading Frin A Load Y Z Torque Y Z -------- -------- -------- -------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- TUBE|003 ~TUBE 25.000 0 50.00 9.61 0.00 23.66 0.00 2420.82 0.00 TUBE|003 ~TUBE 25.000 45 50.00 6.48 0.72 12.89 253.52 1330.63 64.50 TUBE|003 ~TUBE 25.000 90 50.00 0.57 0.41 0.01 51.50 3.74 86.77 TUBE|003 ~TUBE 20.000 0 50.00 17.71 0.00 54.10 0.00 5523.44 0.00 TUBE|003 ~TUBE 20.000 45 50.00 12.41 1.34 29.00 511.64 2982.97 77.07 TUBE|003 ~TUBE 20.000 90 50.00 0.87 0.69 0.03 109.74 5.98 133.00 TUBE|003 ~TUBE 15.000 0 50.00 40.46 0.00 145.64 0.00 14830.36 0.00 TUBE|003 ~TUBE 15.000 45 50.00 28.23 5.19 80.22 1360.42 8215.86 349.35 TUBE|003 ~TUBE 15.000 90 50.00 1.43 1.68 0.10 369.25 11.59 224.63 TUBE|003 ~TUBE 10.000 0 50.00 81.39 0.00 364.46 0.00 36833.45 0.00 TUBE|003 ~TUBE 10.000 45 50.00 72.12 38.02 254.66 4461.17 25822.86 3572.10 TUBE|003 ~TUBE 10.000 90 50.00 4.38 6.29 0.01 2810.77 21.03 442.55 TUBE|003 ~TUBE 5.000 0 50.00 45.08 0.00 313.03 0.00 31108.15 0.00 TUBE|003 ~TUBE 5.000 45 50.00 21.09 21.79 26.78 2448.01 2655.24 2051.09 TUBE|003 ~TUBE 5.000 90 50.00 36.55 4.45 0.11 4839.01 194.15 549.16 TUBE|003 ~TUBE 30.000 0 100.00 6.04 0.00 11.89 0.00 55.59 0.00 TUBE|003 ~TUBE 30.000 45 100.00 4.43 0.33 6.32 104.04 40.89 50.41 TUBE|003 ~TUBE 30.000 90 100.00 0.40 0.29 0.01 30.81 2.02 72.47 TUBE|003 ~TUBE 25.000 0 100.00 9.61 0.00 23.66 0.00 83.52 0.00 TUBE|003 ~TUBE 25.000 45 100.00 6.48 0.72 12.89 253.52 57.84 70.21 TUBE|003 ~TUBE 25.000 90 100.00 0.57 0.41 0.01 51.50 2.81 104.37 TUBE|003 ~TUBE 20.000 0 100.00 17.71 0.00 54.10 0.00 138.10 0.00 TUBE|003 ~TUBE 20.000 45 100.00 12.41 1.34 29.00 511.64 100.10 108.53 TUBE|003 ~TUBE 20.000 90 100.00 0.87 0.69 0.03 109.74 4.32 163.23 TUBE|003 ~TUBE 15.000 0 100.00 40.46 0.00 145.64 0.00 269.57 0.00 TUBE|003 ~TUBE 15.000 45 100.00 28.23 5.19 80.22 1360.42 198.00 178.36 TUBE|003 ~TUBE 15.000 90 100.00 1.43 1.68 0.10 369.25 7.14 293.51 TUBE|003 ~TUBE 10.000 0 100.00 81.39 0.00 364.46 0.00 459.59 0.00 TUBE|003 ~TUBE 10.000 45 100.00 72.12 38.02 254.66 4461.17 427.17 233.62 TUBE|003 ~TUBE 10.000 90 100.00 4.38 6.29 0.01 2810.77 21.86 808.81 TUBE|003 ~TUBE 5.000 0 100.00 45.08 0.00 313.03 0.00 240.63 0.00 TUBE|003 ~TUBE 5.000 45 100.00 21.09 21.79 26.78 2448.01 156.92 128.85 TUBE|003 ~TUBE 5.000 90 100.00 36.55 4.45 0.11 4839.01 182.76 105.39 Page 29 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ F O R C E R A O 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 Intensity Greater Than 0 % Dist. Axial /------ Shear ------/ /----- Moments -----/ Element Class Period Heading Frin A Load Y Z Torque Y Z -------- -------- -------- -------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- SUPO|001 ~SUPO 5.000 90 0.00 0.00 0.11 0.46 5.18 91.16 21.88 TSTBEAM ~TUBE 5.000 90 0.00 70.25 0.02 96.77 0.00 19354.22 3.89 TUBE|002 ~TUBE 5.000 90 0.00 36.49 4.37 0.36 4837.37 273.90 120.89 TUBE|003 ~TUBE 5.000 90 0.00 36.55 4.45 0.11 4839.01 205.55 993.93 Page 30 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ F O R C E R A O S U M M A R Y +++ ========================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Forces For Most Severe Load Case with Axial Intensity Greater Than 0 % Dist. Axial /------ Shear ------/ /----- Moments -----/ Element Class Period Heading Frin A Load Y Z Torque Y Z -------- -------- -------- -------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- SUPO|001 ~SUPO 5.000 90 0.00 0.00 0.11 0.46 5.18 91.16 21.88 TSTBEAM ~TUBE 5.000 90 0.00 70.25 0.02 96.77 0.00 19354.22 3.89 Page 31 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ P L A T E S T R E S S S T A N D A R D +++ ================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Von Mises Stress/Fy Greater Than 0 Load /- Membrane Stresses -/ /-- Bending Stresses -/ /- Principle Stresses / Element Class Case Subeleme SX SY SXY SX SY SXY S1 S2 Angle VonMise VonM/Fy -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- PLA|0004 ~PLA NETHOG PLA|0004 -0.04 -0.01 1.80 0.00 0.00 0.00 1.77 -1.82 44.83 3.11 0.09 Page 32 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ P L A T E L O A D S / L E N G T H S T A N D A R D +++ ================================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Von Mises Stress Greater Than 0 Load /--- First End ---/ /-- Second End- --/ /---- Average Bending ----/ Average Element Class /---- Face ----/ Case Nor Forc Shr Forc Nor Forc Shr Forc SX SY SXY VonM/Fy -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- PLA|0004 ~PLA *1 *2 NETHOG -0.22 0.00 -0.22 0.00 0.00 0.00 0.00 0.09 *2 *4 NETHOG -0.00 0.22 -0.00 0.22 *4 *1 NETHOG 0.16 -0.15 0.16 -0.15 Page 33 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ P L A T E F A T I G U E S T A N D A R D +++ =================================================== Using Principle Stresses - Exposure is 60 Days Plate Fatigue With Maximum CDR Greater Than 0 Element SN CDR CDR Max Element SN CDR CDR Max -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- PLA|0004 DNV_W3 0.00518 44.46309 44.46309 Page 34 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ P L A T E S T R E S S C Y C L E S +++ ============================================= Plate is PLA|0004 - Exposure is 59 Days Stresses are in KIPS /--- Stress Bounds ---/ /--- Stress Cycles -- Point 1 Point 2 ---------- ---------- 0.00 5.00 725406 185188 5.00 10.00 1936 57356 10.00 15.00 12 36632 15.00 20.00 0 32217 20.00 25.00 0 32009 25.00 30.00 0 30324 30.00 35.00 0 27435 35.00 40.00 0 24229 40.00 50.00 0 39739 50.00 60.00 0 30436 60.00 70.00 0 23599 70.00 80.00 0 18939 80.00 90.00 0 16124 90.00 100.00 0 14596 100.00 120.00 0 27007 120.00 800.00 0 138879 Page 35 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== POINT JOINT SCF SUMMARY . . . . . . . . . . . . . . . 1 BEAM SCFS FOR PART TEMP . . . . . . . . . . . . . . . 2 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 3 BEAM LOAD STANDARD . . . . . . . . . . . . . . . . . . 4 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 5 WS BEAM CHECK SUMMARY . . . . . . . . . . . . . . . . 6 DETAIL WS JOINT CHECK . . . . . . . . . . . . . . . . 7 WS JOINT CHECK SUMMARY . . . . . . . . . . . . . . . . 8 DETAIL WS JOINT CRUSHING . . . . . . . . . . . . . . . 9 WS JOINT CRUSHING SUMMARY . . . . . . . . . . . . . . 12 TUBULAR JOINT FATIGUE . . . . . . . . . . . . . . . . 13 TUBULAR JOINT FATIGUE SUMMARY . . . . . . . . . . . . 19 JOINT STRESS CYCLES . . . . . . . . . . . . . . . . . 20 BEAM FATIGUE STANDARD . . . . . . . . . . . . . . . . 21 BEAM FATIGUE SUMMARY . . . . . . . . . . . . . . . . . 22 BEAM STRESS CYCLES . . . . . . . . . . . . . . . . . . 23 FORCE RAO DETAIL . . . . . . . . . . . . . . . . . . . 25 FORCE RAO STANDARD . . . . . . . . . . . . . . . . . . 29 FORCE RAO SUMMARY . . . . . . . . . . . . . . . . . . 30 PLATE STRESS STANDARD . . . . . . . . . . . . . . . . 31 PLATE LOADS / LENGTH STANDARD . . . . . . . . . . . . 32 PLATE FATIGUE STANDARD . . . . . . . . . . . . . . . . 33 PLATE STRESS CYCLES . . . . . . . . . . . . . . . . . 34 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 35