10521 19TH AVE SE ALLIED TELESIS INC 2024-08-02

Project Title: Allied Telesis- Monument Retro-Fit Engineer: B.B. Project ID: JTS_258023 Project Descr: Concrete Footing General Footing Project File:258023-Allied Telesis_Enercalc.ec6 LIC#:KW-06016471,Build:20.23.08.30 YJ INC. (c)ENERCALC INC 1983-2023 DESCRIPTION: Concrete Footing Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Z-Z,+D+0.450W 0.4320 k 3.410 k 7.894 OK Z-Z,+0.60D+0.60W 0.5760 k 2.880 k 5.0 OK Z-Z,+0.60D 0.0 k 2.880 k No Sliding OK Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X,+1.40D 0.01878 +Z Bottom 0.5184 AsMin 0.620 56.555 OK X-X,+1.40D 0.01877 -Z Bottom 0.5184 AsMin 0.620 56.555 OK X-X,+1.20D 0.01609 +Z Bottom 0.5184 AsMin 0.620 56.555 OK X-X,+1.20D 0.01609 -Z Bottom 0.5184 AsMin 0.620 56.555 OK X-X,+1.20D+0.50W 0.4642 +Z Bottom 0.5184 AsMin 0.620 56.555 OK X-X,+1.20D+0.50W 0.09470 -Z Top 0.5184 AsMin 0.620 56.555 OK X-X,+1.20D-0.50W 0.4321 +Z Top 0.5184 AsMin 0.620 56.555 OK X-X,+1.20D-0.50W 0.1269 -Z Bottom 0.5184 AsMin 0.620 56.555 OK X-X,+1.20D+W 0.9445 +Z Bottom 0.5184 AsMin 0.620 56.555 OK X-X,+1.20D+W 0.1734 -Z Top 0.5184 AsMin 0.620 56.555 OK X-X,+1.20D-W 0.8533 +Z Top 0.5184 AsMin 0.620 56.555 OK X-X,+1.20D-W 0.2646 -Z Bottom 0.5184 AsMin 0.620 56.555 OK X-X,+0.90D+W 0.9874 +Z Bottom 0.5184 AsMin 0.620 56.555 OK X-X,+0.90D+W 0.1305 -Z Top 0.5184 AsMin 0.620 56.555 OK X-X,+0.90D-W 0.7846 +Z Top 0.5184 AsMin 0.620 56.555 OK X-X,+0.90D-W 0.3333 -Z Bottom 0.5184 AsMin 0.620 56.555 OK X-X,+0.90D 0.01207 +Z Bottom 0.5184 AsMin 0.620 56.555 OK X-X,+0.90D 0.01207 -Z Bottom 0.5184 AsMin 0.620 56.555 OK Z-Z,+1.40D 0.05750 -X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+1.40D 0.05750 +X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+1.20D 0.04929 -X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+1.20D 0.04929 +X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+1.20D+0.50W 0.04929 -X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+1.20D+0.50W 0.04929 +X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+1.20D-0.50W 0.04929 -X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+1.20D-0.50W 0.04929 +X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+1.20D+W 0.04929 -X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+1.20D+W 0.04929 +X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+1.20D-W 0.04929 -X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+1.20D-W 0.04929 +X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+0.90D+W 0.03696 -X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+0.90D+W 0.03696 +X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+0.90D-W 0.03696 -X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+0.90D-W 0.03696 +X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+0.90D 0.03696 -X Bottom 0.5184 AsMin 0.5314 48.725 OK Z-Z,+0.90D 0.03696 +X Bottom 0.5184 AsMin 0.5314 48.725 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 0.05 psi 0.05 psi 0.00 psi 0.00 psi 0.05 psi 75.00 psi 0.00 OK +1.20D 0.05 psi 0.05 psi 0.00 psi 0.00 psi 0.05 psi 75.00 psi 0.00 OK +1.20D+0.50W 0.05 psi 0.05 psi 0.00 psi 0.63 psi 0.63 psi 75.00 psi 0.01 OK +1.20D-0.50W 0.05 psi 0.05 psi 0.00 psi 0.63 psi 0.63 psi 75.00 psi 0.01 OK +1.20D+W 0.05 psi 0.05 psi 0.00 psi 1.35 psi 1.35 psi 75.00 psi 0.02 OK +1.20D-W 0.05 psi 0.05 psi 0.00 psi 1.02 psi 1.02 psi 75.00 psi 0.01 OK +0.90D+W 0.04 psi 0.04 psi 0.00 psi 1.67 psi 1.67 psi 75.00 psi 0.02 OK +0.90D-W 0.04 psi 0.04 psi 0.00 psi 0.76 psi 0.76 psi 75.00 psi 0.01 OK +0.90D 0.04 psi 0.04 psi 0.00 psi 0.00 psi 0.04 psi 75.00 psi 0.00 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu/Phi*Vn Status +1.40D 0.15 psi 150.00psi 0.001004 OK +1.20D 0.13 psi 150.00psi 0.000861 OK +1.20D+0.50W 0.31 psi 150.00psi 0.002093 OK +1.20D-0.50W 0.13 psi 150.00psi 0.000861 OK