11127 EVERGREEN WAY 2026-01-05 - Laserfiche WebLink

+ re 8 P:. ruled F fdl }7CAC 20 . E LIC#:KW-06015335,Build:20.23.04.05 D.S.ENGINEERING PC i,C)ENERCAL I C 1983-2023 DESCRIPTION: Under replacement unit"AC-2" Maximum Vertical Reactions Support notation:Fa;let is Load Combination Support 1 Support 2 Final Composite: +D+0.750Lr+0.450W 7.918 7.750 Final Composite: +D+0.750S+0.450W 8.293 8.125 Final Composite: +0.60D+0.60W 3.965 3.843 Final Composite: +0.60D 3.946 3.828 Final Composite: Lr Only 2.000 2.000 Final Composite: S Only 2.500 2.500 Final Composite: W Only 0.347 0.284 Steel Section Properties W10x12 Depth = 9.870 in I xx = 53.80 in^4 I yy = 2.180 in^4 Web Thick = 0.190 in S xx = 10.90 in^3 S yy = 1.100 in^3 Flange Width = 3.960 in R xx = 3.900 in R yy = 0.785 in Flange Thick = 0.210 in Zx = 12.600 in^3 Zy = 1.740 in^3 Area = 3.540 in^2 J = 0.055 in^4 Weight = 12.000 plf Composite Section Properties Span Number Analysis %Shear Plastic N.A. Sum Qn #Studs per Mn-Capacity Moment of Inertia Plastic N.A. Location Type Connection from Bottom Shear (k) 1/2 Span k-ft I-Steel I-Trans I-Lwr Bound in a iuu.0 9.dT0 177.UUU PNA in Flange 95.0 9.848 168.150 16 134.26 53.8 284.8 198.5 PNA in Flange 90.0 9,825 159.300 15 131.05 53.8 284.8 194.9 PNA in Flange 85.0 9.803 150.450 14 127.82 53.8 284.8 191.1 PNA in Flange 80.0 9.781 141.600 13 124.58 53.8 284.8 187.1 PNA in Flange 75.0 9.758 132.750 13 121.33 53.8 284.8 182.7 PNA in Flange 70.0 9.736 123.900 12 118.06 53.8 284.8 178.0 PNA in Flange 65.0 9,714 115.050 11 114.78 53.8 284.8 173.0 PNA in Flange 60.0 9.691 106.200 10 111.49 53.8 284.8 167.7 PNA in Flange 55.0 9.669 97.350 9 108.18 53.8 284.8 161.9 PNA in Web 50.0 9.379 88.500 9 102.74 53.8 284.8 155.6 PNA in Web 45.0 8.913 79.650 8 99.13 53.8 284.8 148.9 PNA in Web 40.0 8.447 70.800 7 95.17 53.8 284.8 141.6 PNA in Web 35.0 7.982 61.950 6 90.88 53.8 284.8 133.8 PNA in Web 30.0 7.516 53.100 5 86.24 53.8 284.8 125.2 PNA in Web 25.0 7.050 44.250 5 81.25 53.8 284.8 115.9 Span 1 Z