Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ L O N G I T U D I N A L S T R E N G T H R E S U L T S +++ ================================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Allowable Stress = 1.00 Ksi Allowable Deflection = 1.00 In Longitudinal Shear Bending B. Stress/ Deflection/ Location Force Moment Allowable Allowable -------------- -------------- -------------- -------------- -------------- 0.00 0 0 0.0000 0.0000 50.00 625 15625 0.0000 -9.9609 100.00 1250 62500 0.0000 -19.3749 150.00 1875 140625 0.0000 -26.8358 190.00 2375 225625 0.0000 -29.8547 200.00 0 249375 0.0000 -29.9997 210.00 -2374 225625 0.0000 -29.8547 250.00 -1874 140625 0.0000 -26.8357 300.00 -1249 62500 0.0000 -19.3749 350.00 -624 15625 0.0000 -9.9609 400.00 0 0 0.0000 -0.0000 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== LONGITUDINAL STRENGTH RESULTS . . . . . . . . . . . . 1 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 2