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DESCRIPTION:M (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 # M V <br />Mmax + <br />Mmax - Ma -Max <br />Mnx. Mnx/Omega Cb Rm <br />Va Max VnxVnx/Omega <br />+D+0.750S+0.450W <br />Dsgn. L = 30.00 ft <br />1 <br />14.52 <br />-7.27 <br />14.52 <br />2.43 <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 />14.21 <br />-7.27 <br />14.21 <br />2.41 <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 />5.28 <br />-2.54 <br />5.28 <br />0 77 <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 />4.81 <br />-2.54 <br />4.81 <br />0.73 <br />Dsgn. L = 9.00 ft <br />2 <br />-2.54 <br />2.54 <br />0.44 <br />Overall Maximum Deflections <br />Load Combination Span Max. "" Defl Location in Span Load Combination Max. "+" Defl Location in Span <br />+D+S 1 0.8467 14.308 0.0000 0.000 <br />2 0.0000 14.308 +D+S-0.5006 9.000 <br />Vertical Reactions Support notation : Far left is #' Values in KIPS <br />Load Combination <br />Support 1 <br />Support 2 Support 3 <br />Overall MAXimum <br />2.418 <br />4.432 <br />Overall MINimum <br />D Only <br />1.053 <br />1.897 <br />+D+S <br />2.418 <br />4.432 <br />+D+0.750S <br />2.077 <br />3.798 <br />+D+0.60W <br />1.194 <br />1.953 <br />+D+0.70E <br />1.137 <br />1.930 <br />+D+0.450W <br />1.159 <br />1.939 <br />+D+0.750S+0.450W <br />2.183 <br />3.840 <br />+D+0.750S+0.5250E <br />2.139 <br />3.823 <br />+0.60D+0.60W <br />0.773 <br />1.194 <br />+0.60D+0.70E <br />0.715 <br />1.171 <br />S Only <br />1.365 <br />2.535 <br />W Only <br />0.236 <br />0.093 <br />E Only <br />0.120 <br />0.047 <br />0 <br />