11127 EVERGREEN WAY 2026-01-05 - Laserfiche WebLink

r�ilsolwte� + Begin . , � �iIAc LIC#:KW-06015335,Build:20.23.04.05 D.S.ENGINEERING PC. (c)ENERCALC INC 1983-2023 DESCRIPTION: Under replacement unit"AC-2" Load Comb&Design Length Max Stress Ratios Bending Summary Shear Summary Span# M V Mu-Applied IInTr/Omega Va Vn/Omega Span L=20 ft 1 0.587 0,098 18.46 31.44 3.69 37.51 Final Composite:D Only Span L=20 ft 1 0A97 0.167 33.15 66.76 6.26 37.51 Final Composite:+D+Lr Span L=20 ft 1 0.646 0.220 43.14 66.76 8.26 37.51 Final Composite:+D+S Span L=20 ft 1 0,684 0.234 45.64 66.76 8,76 37.51 Final Composite:+D+0.750Lr Span L=20 ft 1 0.609 0,207 40.64 66,76 7.76 37.51 Final Composite:+D+0.750S Span L=20 ft 1 0.637 0.217 42.52 66.76 8.14 37.51 Final Composite:+D+0,60W Span L=20 ft 1 0,520 0.173 34.68 66.76 6.47 37.51 Final Composite:+D+0.750Lr+0 Span L=20 ft 1 0.626 0.211 41.80 66.76 7.92 37.51 Final Composite:+D+0.750S+0. Span L=20 ft 1 0.654 0,221 43.67 66.76 8.29 37.51 Final Composite:+0.60D+0.60V\ Span L=20 ft 1 0,321 0.106 21.43 66.76 3.97 37.51 Final Composite:+0.60D+0.70E Span L=20 ft 1 0.319 0.105 21.28 66,76 3,95 37.51 Maximum Deflections for Load Combinations Location DEFLECTIONS(in) Added Post Ixx-Used Load Combination in Span (ft) FINAL Pre-Composite onComposite Remove Composite in"4 Precomposite Downward 10.133 0.000 0.8610 53,80 Precomposite Upward 0,000 0.000 5380 NonComposite Removed Downward 10,133 0.000 0.8610 0.00 NonComposite Removed Upward 0.000 0.000 0.00 Final Composite: D Only Downward 10,000 0.213 0.8610 0,861 167,67 Final Composite: D Only Upward 0,000 0.000 167,67 Final Composite: +D+Lr Downward 10.000 0.352 0.8610 0.861 167.67 Final Composite: +D+Lr Upward 0.000 0.000 167.67 Final Composite: +D+S Downward 10,000 0.400 0,8610 0.861 167.67 Final Composite: +D+S Upward 0,000 0.000 167,67 Final Composite: +D+0.750Lr Downward 10.000 0.325 0.8610 0,861 167,67 Final Composite: +D+0.750Lr Upward 0.000 0.000 167.67 Final Composite: +D+0.750S Downward 10,000 0.353 0.8610 0.861 167.67 Final Composite: +D+0.750S Upward 0,000 0.000 16T67 Final Composite: +D+0.60W Downward 10,000 0.234 0.8610 0,861 16T67 Final Composite: +D+0.60W Upward 0.000 0.000 167.67 Final Composite: +D+0.750Lr+0.4 Downward 10.000 0.341 0.8610 0.861 167.67 Final Composite: +D+0.750Lr+0.4 Upward 0,000 0.000 167.67 Final Composite: +D+0.750S+0.4:Downward 10,000 0.369 0.8610 0.861 167.67 Final Composite: +D+0.750S+0.4 Upward 0.000 0.000 167.67 Final Composite: +0.60D+0.60W Downward 10.000 0.149 0.5166 0,517 16T67 Final Composite: +0.6013+0.60W Upward 0.000 0.000 167.67 Final Composite: +0.60D Downward 10.000 0.147 0.5166 0.517 167.67 Final Composite: +0.60D Upward 0.000 0.000 167.67 Final Composite: Lr Only Downward 10.133 0.150 16T67 Final Composite: Lr Only Upward 0,000 0.000 167,67 Final Composite: S Only Downward 10,133 0.187 167,67 Final Composite: S Only Upward 0.000 0.000 167.67 Final Composite: W Only Downward 9.867 0.035 167.67 Final Composite: W Only Upward 0.000 0.000 16T67 Maximum Vertical Reactions Support notation:Far left is Load Combination Support 1 Support 2 Max -0� 0: :' from all Load Conditions 8.762 8.622 Max Upward from Load Combinations 8.762 8.622 Max Upward from Load Cases 6.262 6.122 Precomposite Loads 3.692 3.692 NonComposite Removed 3.692 3.692 Final Composite: D Only 6.262 6.122 Final Composite: +D+Lr 8.262 8.122 Final Composite: +D+S 8.762 8.622 Final Composite: +D+0.750Lr 7.762 7.622 Final Composite: +D+0.750S 8.137 7.997 Final Composite: +D+0.60W 6.470 6.292