Page 1 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * * * * * * *************************************************************************************************************** +++ 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 /----- SN -------/-- Beam Fatigue --/ Name /---- Nodes ----/ %Dist. Thickness Curve SCF X SCF Y SCF Z -------- -------- -------- -------- --------- -------- ------ ----- ----- TSTBEAM *2 *4 0.00 1.000 DNV_E 5.02 5.02 5.02 100.00 1.000 DNV_E 5.02 5.02 5.02 Page 2 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * * * * * * *************************************************************************************************************** +++ B E A M S T R E S S S T A N D A R D +++ =============================================== Units Are MPA, Degrees, Meters, and KN Unless Specified Stresses For Most Severe Load Case with Von Mises Stresses/Fy Greater Than 0 Load % Dist. /-- Bending --/ /--- Shear --/ Von Von M/ Element /-- Node Names -/ Class Case From A Hoop Axial -Y- -Z- Normal -Y- -Z- Mises Fy -------- -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- TSTBEAM *2 *4 ~TUBE SS1090 0.00 0.00 -14.07 -13.01 0.00 -27.08 0.00 -0.00 27.08 0.75 Page 3 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * * * * * * *************************************************************************************************************** +++ B E A M F A T I G U E S T A N D A R D +++ ================================================= Exposure is 100 Days Beam Fatigue With Maximum CDR Greater Than 0 Element /-- Node Names -/ Class SN % Dist /----------------- CDRs ---------------------/ Slam Max -------- -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- TSTBEAM *2 *4 ~TUBE DNV_E 0.00 0.1996 0.0671 0.0000 0.0590 0.1832 0.0589 0.0000 0.0671 0.1996 DNV_E 100.00 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Page 4 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * * * * * * *************************************************************************************************************** +++ 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 100 Days Stresses are in MPA /--- Stress Bounds ---/ /--------------------------- Stress Cycles ----------------------------------/ Point 1 Point 2 Point 3 Point 4 Point 5 Point 6 Point 7 Point 8 ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 25.00 259646 450556 1076165 452224 261532 452267 1076518 450517 25.00 50.00 490358 573956 662 552666 485574 552632 661 573983 50.00 75.00 323739 171538 0 151841 309816 151784 0 171593 75.00 100.00 112881 18021 0 14027 102614 14015 0 18034 100.00 125.00 22700 720 0 471 19264 470 0 721 125.00 150.00 2722 11 0 6 2118 6 0 11 150.00 175.00 198 0 0 0 139 0 0 0 175.00 200.00 9 0 0 0 5 0 0 0 Page 5 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * * * * * * *************************************************************************************************************** +++ 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 100 Days Stresses are in MPA /--- Stress Bounds ---/ /--------------------------- Stress Cycles ----------------------------------/ Point 1 Point 2 Point 3 Point 4 Point 5 Point 6 Point 7 Point 8 ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 25.00 1076342 1076342 1076342 1076342 1076342 1076342 1076342 1076342 25.00 50.00 661 661 661 661 661 661 661 661 50.00 75.00 0 0 0 0 0 0 0 0 75.00 100.00 0 0 0 0 0 0 0 0 100.00 125.00 0 0 0 0 0 0 0 0 125.00 150.00 0 0 0 0 0 0 0 0 150.00 175.00 0 0 0 0 0 0 0 0 175.00 200.00 0 0 0 0 0 0 0 0 Page 6 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * * * * * * *************************************************************************************************************** +++ C D R +++ ============= from 0.00 0.00 0.00 25.00 0.03 0.09 50.00 0.11 0.25 75.00 0.18 0.30 100.00 0.22 0.26 125.00 0.22 0.23 150.00 0.22 0.23 Page 7 Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * * * * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== BEAM SCFS FOR PART TEMP . . . . . . . . . . . . . . . 1 BEAM STRESS STANDARD . . . . . . . . . . . . . . . . . 2 BEAM FATIGUE STANDARD . . . . . . . . . . . . . . . . 3 BEAM STRESS CYCLES . . . . . . . . . . . . . . . . . . 4 CDR . . . . . . . . . . . . . . . . . . . . . . . . . 6 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 7