2621 S Birch St - 101119515 & 20182981 - Plan

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Beam on Elastic Foundation LIC# : KW-06015027, Build:20.23.12.07 GeoStructural, LLC (c) ENERCALC INC 1983-2023 DESCRIPTION:Slab On Grade - "Beam" on Soil Spring Design GeoStructural LLC Jesse Drennen, PE Project File: 3 GEN calcs MERGE.ec6 Project Title:AT&T Generator Upgrade Project Engineer:Jesse Drennen, PE Project ID: Project Descr:Standby Generator on Concrete Slab Span # Bending Stress Results ( k-ft )Location (ft)Load Combination Mu : Max Stress RatioSegment Length Phi*Mnxin Span Span # 1 1 4.941 8.05 24.72 0.33 +1.20D+W Span # 1 1 5.059 7.72 24.72 0.31 +1.20D-W Span # 1 1 4.941 7.72 24.72 0.31 +0.90D+W Span # 1 1 5.059 6.00 24.72 0.24 +0.90D-W Span # 1 1 4.941 6.00 24.72 0.24 +1.405D+E Span # 1 1 5.059 11.38 24.72 0.46 +1.405D-E Span # 1 1 4.941 9.02 24.72 0.36 +0.6954D+E Span # 1 1 5.059 7.30 24.72 0.30 +0.6954D-E Span # 1 1 4.941 4.94 24.72 0.20 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections - Unfactored Loads Span 1 1 0.0425 6.333 0.0000 0.000 .Detailed Shear Information Load Combination Vu (k)Span Distance 'd'Comment Phi*Vs Req'd d*Vu/MuMu (ft)(k)(in)Actual Suggest(k-ft)Number (k) Spacing (in) Design Phi*Vc +1.405D-E 1 0.00 5.00 0.07 0.07 0.00 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 0.12 5.00 0.15 0.15 0.00 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 0.24 5.00 0.24 0.24 0.02 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 0.35 5.00 0.32 0.32 0.04 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 0.47 5.00 0.41 0.41 0.08 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 0.59 5.00 0.49 0.49 0.12 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 0.71 5.00 0.58 0.58 0.18 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 0.82 5.00 0.66 0.66 0.24 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 0.94 5.00 0.75 0.75 0.32 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 1.06 5.00 0.84 0.84 0.40 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 1.18 5.00 0.92 0.92 0.50 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 1.29 5.00 1.01 1.01 0.60 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 1.41 5.00 1.10 1.10 0.72 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 1.53 5.00 1.18 1.18 0.85 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 1.65 5.00 1.27 1.27 0.98 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 1.76 5.00 1.36 1.36 1.13 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 1.88 5.00 1.45 1.45 1.28 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 2.00 5.00 1.53 1.53 1.45 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 2.12 5.00 1.62 1.62 1.63 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 2.24 5.00 1.71 1.71 1.82 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 2.35 5.00 1.80 1.80 2.02 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 2.47 5.00 1.89 1.89 2.22 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 2.59 5.00 1.98 1.98 2.44 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 2.71 5.00 2.07 2.07 2.67 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 2.82 5.00 2.16 2.16 2.91 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 2.94 5.00 2.25 2.25 3.16 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 3.06 5.00 2.34 2.34 3.42 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 3.18 5.00 2.43 2.43 3.70 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 3.29 5.00 2.51 2.51 3.98 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 3.41 5.00 2.60 2.60 4.27 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 3.53 5.00 2.69 2.69 4.57 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 3.65 5.00 2.78 2.78 4.89 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 3.76 5.00 2.87 2.87 5.21 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 3.88 5.00 2.96 2.96 5.55 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 4.00 5.00 3.05 3.05 5.89 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 4.12 5.00 3.13 3.13 6.25 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 4.24 5.00 3.22 3.22 6.61 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 4.35 5.00 3.31 3.31 6.99 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 4.47 5.00 3.40 3.40 7.38 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 4.59 5.00 3.48 3.48 7.77 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 4.71 5.00 3.57 3.57 8.18 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 4.82 5.00 3.65 3.65 8.59 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D-E 1 4.94 5.00 3.73 3.73 9.02 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.405D+E 1 5.06 5.00 -4.61 4.61 11.38 1.00 20.01 Vu < PhiVc/2 Not Reqd 0.00 0.00 2621 S Birch St - 101119515 & 20182981 7/24/2024