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Stee184' im <br /> Project E'ile 51SIE ALC_20 , <br /> LIC#:KW-06015335,Build:20.24.04.09 D.S.ENGINEERING PC (C)ENERCALC INC 1983-2023 <br /> DESCRIPTION: (E) beam <br /> Maximum Forces &Stresses for Load Combinations <br /> Load Combination Max Stress Ratios Summary of MomentValues Summary ot Shear Values <br /> Segment Length Span# M V Mmax+ Mmax Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega <br /> +0.60D+0.70E <br /> Dsgn.L= 32.00 ft 1 0.326 0.082 77.95 77.95 399.00 238.92 1.00 1.00 9.74 178.85 119.23 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+S 1 0.8746 16.091 0.0000 0.000 <br /> Vertical Reactions Support notation: Far left is#, Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Max Upward from all Load Conditions 18.320 18.320 <br /> Max Upward from Load Combinations 18.320 18.320 <br /> Max Upward from Load Cases 15.120 15.120 <br /> D Only 15.120 15.120 <br /> +D+L 15.120 15.120 <br /> +D+S 18.320 18.320 <br /> +D+0.750L 15.120 15.120 <br /> +D+0.750L+0.750S 17.520 17.520 <br /> +D+0.60W 15.648 15.648 <br /> +D+0.70E 15.792 15.792 <br /> +D+0.750L+0.450W 15.516 15.516 <br /> +D+0.750L+0.750S+0.450W 17.916 17.916 <br /> +D+0.750L+0.750S+0.5250E 18.024 18.024 <br /> +0.60D+0.60W 9.600 9.600 <br /> +0.60D+0.70E 9.744 9.744 <br /> S Only 3.200 3.200 <br /> W Only 0.880 0.880 <br /> E Only 0.960 0.960 <br />