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DESCRIPTION: (E) 28 TJL <br />Load Combination <br />Max Stress Ratios <br />Summary of Moment Values (k-ft) <br />Shear Values (k) <br />Segment Length <br />Span # <br />M <br />V Mmax + <br />Mmax - Ma -Max Mnx Mnx/Omega Cb <br />Rm Va Max VnxVnx/Omega <br />+D+0.750S+0.450W <br />Dsgn. L = 30.00 ft <br />1 <br />15.06 <br />-7.27 <br />15.06 <br />2.53 <br />Dsgn. L = 9.00 ft <br />2 <br />-7.27 <br />7.27 <br />1.42 <br />+D+0.750S+0.5250E <br />Dsgn. L = 30.00 ft <br />1 <br />14.65 <br />-7.27 <br />14.65 <br />2.50 <br />Dsgn. L = 9.00 ft <br />2 <br />-7.27 <br />7.27 <br />1.42 <br />+0.60D+0.60W <br />Dsgn. L = 30.00 ft <br />1 <br />5.72 <br />-2.54 <br />5.72 <br />0.84 <br />Dsgn. L = 9.00 ft <br />2 <br />-2.54 <br />2.54 <br />0.44 <br />+0.60D+0.70E <br />Dsgn. L = 30.00 ft <br />1 <br />5.13 <br />-2.54 <br />5.13 <br />0.80 <br />Dsgn. L = 9.00 ft <br />2 <br />-2.54 <br />2.54 <br />0.44 <br />Overall Maximum Deflections <br />Load Combination <br />Span <br />Max. "" Defl Location in Span <br />Load Combination <br />Max. 'Y' Defl Location in Span <br />+D+S <br />1 <br />0.8588 <br />14.538 <br />0.0000 0.000 <br />2 <br />0.0000 <br />14.538 <br />+D+S <br />-0.5237 9.000 <br />Vertical Reactions <br />Support notation : Far left is # <br />Values in KIPS <br />Load Combination <br />Support 1 <br />Support 2 <br />Support <br />3 <br />Overall AXimum <br />2.290 <br />4.505 <br />Overall MINimum <br />D Only <br />0.925 <br />1.970 <br />+D+S <br />2.290 <br />4.505 <br />+D+0.750S <br />1.948 <br />3.872 <br />+D+0.60W <br />1.016 <br />2.074 <br />+D+0.70E <br />0.979 <br />2.032 <br />+D+0.450W <br />0.993 <br />2.048 <br />+D+0.750S+0.450W <br />2.017 <br />3.950 <br />+D+0.750S+0.5250E <br />1.989 <br />3.918 <br />+0.60D+0.60W <br />0.646 <br />1.286 <br />+0.60D+0.70E <br />0.609 <br />1.244 <br />S Only <br />1.365 <br />2.535 <br />W Only <br />0.152 <br />0.173 <br />E Only <br />0.077 <br />0.088 <br />