2333 SEAWAY BLVD 2025-02-03 - Laserfiche WebLink

oje "Steel Beam, < Pet file:ENERca�c_ o LIC#:KW-06015335,BwId:20.24.04.09 D.S.ENGINEERING PC (c)ENERCALC INC 1983-2023 DESCRIPTION: (E) beam Maximum Forces& Stresses for oad Combinations Load Combination Max Stress Ratios bummary ot MomentValues Summary of Sffe-adr-WaMes Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega Dsgn. L= 32.00 ft 1 0.670 0.195 196.26 196.26 489.00 292.81 1.00 1.00 21.71 167.08 111.38 +D+0.70E Dsgn. L= 32.00 ft 1 0.674 0.1'96 197.25 197.25 489.00 292.81 1.00 1.00 21.81 167.08 111.38 +D+0.750L+0.450W Dsgn. L= 32.00 ft 1 0.667 0.194 195.35 195.35 489.00 292.81 1.00 1.00 21.62 167.08 111.38 +D+0.750L+0.750S+0.450W Dsgn. L= 32.00 ft 1 0.902 0.257 264.26 264.26 489.00 292.81 1.00 1.00 28.67 167.08 111.38 +D+0.750L+0.750S+0.5250E Dsgn. L= 32.00 ft 1 0.904 0.258 264.80 264.80 489.00 292.81 1.00 1.00 28.75 167.08 111.38 +0.60D+0.60W Dsgn.L= 32.00 ft 1 0.407 0.118 119.20 119.20 489.00 292.81 1.00 1.00 13.17 167.08 111.38 +0.60D+0.70E Dsgn.L= 32.00 ft 1 0.410 0.119 120.19 120.19 489.00 292.81 1.00 1.00 13.27 167.08 111.38 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 1.3518 15.634 0.0000 0.000 Vertical Reactions Support notation:Far left is# Values in KIPS Load Combination Support 1 Support 2 Max Upward from all Load Conditions 30.752 24.850 Max Upward from Load Combinations 30.752 24.850 Max Upward from Load Cases 21.352 15.050 D Only 21.352 15.050 +D+L 21.352 15.050 +D+S 30.752 24.850 +D+0.750L 21.352 15.050 +D+0.750L+0.750S 28.402 22.400 +D+0.60W 21.715 15.215 +D+0.70E 21.814 15.260 +D+0.750L+0.450W 21.624 15.174 +D+0.750L+0.750S+0.450W 28.674 22.524 +D+0.750L+0.750S+0.5250E 28.748 22.558 +0.60D+0.60W 13.174 9.195 +0.60D+0.70E 13.273 9.240 S Only 9.400 9.800 W Only 0.605 0.275 E Only 0.660 0.300