1834 W Third St & #2,3 - Plan - Laserfiche WebLink

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Beam on Elastic Foundation LIC# : KW-06019698, Build:20.23.05.01 DONG ENGINEERING INC (c) ENERCALC INC 1983-2023 DESCRIPTION:CONT. FOOTING AT SHEAR WALL LINE C Project File: 240051.ec6 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 W Only 1 4.80 21.00 -1.59 1.59 1.06 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 4.87 21.00 -1.52 1.52 0.95 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 4.94 21.00 -1.44 1.44 0.84 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.01 21.00 -1.36 1.36 0.74 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.08 21.00 -1.28 1.28 0.64 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.15 21.00 -1.19 1.19 0.55 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.22 21.00 -1.10 1.10 0.47 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.29 21.00 -1.01 1.01 0.39 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.36 21.00 -0.92 0.92 0.32 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.44 21.00 -0.82 0.82 0.25 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.51 21.00 -0.72 0.72 0.20 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.58 21.00 -0.62 0.62 0.15 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.65 21.00 -0.51 0.51 0.10 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.72 21.00 -0.40 0.40 0.07 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.79 21.00 -0.29 0.29 0.04 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.86 21.00 -0.18 0.18 0.02 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 W Only 1 5.93 21.00 -0.06 0.06 0.00 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 Page 41 of 57 1834 W Third St & #2,33/21/2025