Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ 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 -------- -------- --------- --------- --------- --------- --------- --------- *BP FRQMEANA -0.699 -0.699 0.000 0.323 -0.323 0.000 RAOA001I -0.000 0.000 -0.001 -0.000 0.000 -0.000 RAOA001R -0.000 -0.000 0.000 0.000 -0.000 -0.000 *BS FRQMEANA 0.707 -0.707 0.000 -0.323 -0.323 0.000 RAOA001I 0.000 -0.000 -0.000 0.000 0.000 -0.000 RAOA001R 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 *SP FRQMEANA -0.707 0.707 0.000 0.323 0.323 0.000 RAOA001I 0.000 0.000 0.000 -0.000 -0.000 0.000 RAOA001R 0.000 -0.000 0.000 0.000 0.000 0.000 *SS FRQMEANA 0.699 0.699 0.000 -0.323 0.323 0.000 RAOA001I -0.000 -0.000 0.001 0.000 -0.000 0.000 RAOA001R -0.000 -0.000 -0.000 -0.000 0.000 0.000 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D D E T A I L +++ ================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $BP *BP ~$WAT001 FRQMEANA 7.06 7.06 -0.00 0.00 0.00 0.00 RAOA001I 0.00 -0.00 0.01 0.00 0.00 0.00 RAOA001R 0.00 0.00 -0.00 0.00 0.00 0.00 $BS *BS ~$WAT001 FRQMEANA -7.14 7.14 -0.00 0.00 0.00 0.00 RAOA001I -0.00 0.00 0.00 0.00 0.00 0.00 RAOA001R -0.00 0.00 0.00 0.00 0.00 0.00 $SP *SP ~$WAT001 FRQMEANA 7.14 -7.14 -0.00 0.00 0.00 0.00 RAOA001I -0.00 -0.00 -0.00 0.00 0.00 0.00 RAOA001R -0.00 0.00 -0.00 0.00 0.00 0.00 $SS *SS ~$WAT001 FRQMEANA -7.06 -7.06 -0.00 0.00 0.00 0.00 RAOA001I 0.00 0.00 -0.01 0.00 0.00 0.00 RAOA001R 0.00 0.00 0.00 0.00 0.00 0.00 BS *BS *SP ~WIRE FRQMEANA 60.17 -60.17 0.00 0.00 0.00 0.00 RAOA001I -0.00 0.00 0.03 0.00 0.00 0.00 RAOA001R 0.00 -0.00 0.01 0.00 0.00 0.00 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ 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) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- TUBE|001 *BS *BP ~TUBE FRQMEANA 57.0 57.0 50.00 -0.10 12.25 -0.00 -0.12 0.00 0.65 Eq. 3.3.3-1 1.174 1.174 15.85 22.81 22.81 14.40 14.40 0.54 Eq. 3.3.1-2 TUBE|002 *BP *SP ~TUBE FRQMEANA 57.0 57.0 50.00 -0.10 12.25 0.00 0.12 0.00 0.65 Eq. 3.3.3-1 1.174 1.174 15.85 22.81 22.81 14.40 14.40 0.54 Eq. 3.3.1-2 TUBE|003 *SP *SS ~TUBE FRQMEANA 57.0 57.0 50.00 -0.10 12.25 -0.00 -0.12 0.00 0.65 Eq. 3.3.3-1 1.174 1.174 15.85 22.81 22.81 14.40 14.40 0.54 Eq. 3.3.1-2 TUBE|004 *SS *BS ~TUBE FRQMEANA 57.0 57.0 50.00 -0.10 12.25 0.00 0.12 0.00 0.65 Eq. 3.3.3-1 1.174 1.174 15.85 22.81 22.81 14.40 14.40 0.54 Eq. 3.3.1-2 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 1 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 2 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 3 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 4