Page 1 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test of SN Thickness Corrections * * * *************************************************************************************************************** +++ I M A G E S O F I N P U T D A T A +++ =============================================== &describe body temp pgen -cs_wind 1 1 1 -cs_curr 1 1 1 -tanaka 0 plane 0 200 400 -rect 0 20 100 end ~supo fix rest ~supo *1 *1 0 0 0 $-del *2 200 0 0 *3 400 0 000 *4 200 0 200 &default -nuse @ ~tube tube 1200 2 ~tube2 tube 600 1.25 beam ~tube *1 *2 *3 ~pla plate .01 plate ~pla *1 *2 *4 beam tstbeam -scfa 10 10 10 10 10 10 10 10 ~tube2 *2 *4 #weight 25500 32 120 120 -cen 200 0 38.33 Page 2 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test of SN Thickness Corrections * * * * * *************************************************************************************************************** +++ 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 ~TUBE2 2.01191 1.30491 1.15978 0.72058 1.89025 1.13437 0.96438 0.72920 2.01191 2.01191 1.30491 1.15978 0.72058 1.89025 1.13437 0.96438 0.72920 Page 3 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test of SN Thickness Corrections * * * * * *************************************************************************************************************** +++ 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 ~TUBE2 2.01191 1.30491 1.15978 0.72058 1.89025 1.13437 0.96438 0.72920 2.94858 2.94858 2.01880 2.19000 1.20281 2.80288 1.79519 2.09149 1.21072 Page 4 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test of SN Thickness Corrections * * * * * *************************************************************************************************************** +++ 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 ~TUBE2 2.01191 1.30491 1.15978 0.72058 1.89025 1.13437 0.96438 0.72920 2.01191 2.01191 1.30491 1.15978 0.72058 1.89025 1.13437 0.96438 0.72920 Page 5 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test of SN Thickness Corrections * * * * * *************************************************************************************************************** +++ 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 ~TUBE2 2.33135 1.63741 1.23769 0.96296 1.97323 1.43355 1.14858 0.97271 2.33135 2.33135 1.63741 1.23769 0.96296 1.97323 1.43355 1.14858 0.97271 Page 6 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test of SN Thickness Corrections * * * * * *************************************************************************************************************** +++ 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 ~TUBE2 4.51858 2.96262 2.56869 1.74472 3.41708 2.44851 2.43552 1.80779 5.29432 5.29432 4.21368 3.87202 2.48990 5.09410 3.85529 3.70240 2.49675 Page 7 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test of SN Thickness Corrections * * * * * *************************************************************************************************************** +++ 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 ~TUBE2 4.51858 2.96262 2.56869 1.74472 3.41708 2.44851 2.43552 1.80779 4.92721 4.92721 3.28699 2.71596 2.05725 4.73905 2.96934 2.57139 2.06578 Page 8 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test of SN Thickness Corrections * * * * * *************************************************************************************************************** +++ 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 ~TUBE2 4.51858 2.96262 2.56869 1.74472 3.41708 2.44851 2.43552 1.80779 4.51858 4.51858 2.96262 2.56869 1.74472 3.41708 2.44851 2.43552 1.80779 Page 9 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test of SN Thickness Corrections * * * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== IMAGES OF INPUT DATA . . . . . . . . . . . . . . . . . 1 TUBULAR JOINT FATIGUE . . . . . . . . . . . . . . . . 2 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 9