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&tearl_Beat11 ProJgct Pile ENERCAL� z0, <br /> LIC#:KW-06015335,Build:20.24.04.09 D.S.ENGINEERING P h C (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 of She-a-r a ues <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 0.333 0.083 79.49 79.49 399.00 238.92 1.00 1.00 9.94 178.85 119.23 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+S 1 0.9089 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 19.040 19.040 <br /> Max Upward from Load Combinations 19.040 19.040 <br /> Max Upward from Load Cases 15.440 15.440 <br /> D Only 15.440 15.440 <br /> +D+L 15.440 15.440 <br /> +D+S 19.040 19.040 <br /> +D+0.750L 15.440 15.440 <br /> +D+0.750L+0.750S 18.140 18.140 <br /> +D+0.60W 15.968 15.968 <br /> +D+0.70E 16.112 16.112 <br /> +D+0.750L+0.450W 15.836 15.836 <br /> +D+0.750L+0.750S+0.450W 18.536 18.536 <br /> +D+0.750L+0.750S+0.5250E 18.644 18.644 <br /> +0.60D+0.60W 9.792 9.792 <br /> +0.60D+0.70E 9.936 9.936 <br /> S Only 3.600 3.600 <br /> W Only 0.880 0.880 <br /> E Only 0.960 0.960 <br />