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Dibble Engineers,Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> i' �' (425)8284200 Project Descr: <br /> DEI <br /> General Footing Project File:23-079 Charter Club.ec6 <br /> LIC#:KW-08014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: FTG 2 (BELOW COL 2) <br /> Footing Flexure <br /> Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi'Mn Status <br /> k-ft Surface inA2 in^2 inA2 k-ft <br /> Z-Z,+1.20D+0.50S 0.4667 +X Bottom 0.1728 AsMin 0.20 4.288 OK <br /> Z-Z,+1.20D+1.60S 0.8744 -X Bottom 0.1728 AsMin 0.20 4.288 OK <br /> Z-Z,+1.20D+1.60S 0.8744 +X Bottom 0.1728 AsMin 0.20 4.288 OK <br /> Z-Z,+1.20D+0.70S 0.5408 -X Bottom 0.1728 AsMin 0.20 4.288 OK <br /> Z-Z,+1.20D+0.70S 0.5408 +X Bottom 0.1728 AsMin 0.20 4.288 OK <br /> Z-Z,+0.90D 0.2111 -X Bottom 0.1728 AsMin 0.20 4.288 OK <br /> Z-Z,+0.90D 0.2111 +X Bottom 0.1728 AsMin 0,20 4.288 OK <br /> One Way Shear <br /> Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu!Phi'Vn Status <br /> +1.40D 6.35 psi 6.35 psi 6.35 psi 6.35 psi 6.35 psi 75.00 psi 0.08 OK <br /> +1.2013 5.44 psi 5.44 psi 5.44 psi 5.44 psi 5.44 psi 75.00 psi 0.07 OK <br /> +1.20D+0.50S 9.02 psi 9.02 psi 9.02 psi 9.02 psi 9.02 psi 75.00 psi 0.12 OK <br /> +1.20D+1.60S 16.91 psi 16.91 psi 16.91 psi 16.91 psi 16.91 psi 75.00 psi 0.23 OK <br /> +1.20D+0.70S 10.46 psi 10.46 psi 10.46 psi 10.46 psi 10.46 psi 75.00 psi 0.14 OK <br /> +0.90D 4.08 psi 4.08 psi 4.08 psi 4.08 psi 4.08 psi 75.00 psi 0.05 OK <br /> Two-Way"Punching"Shear All units k <br /> Load Combination... Vu Phi'Vn Vu/Phi'Vn Status <br /> +1.40D 25.21 psi 150.00psi 0.1681 OK <br /> +1.20D 21.61 psi 150.00psi 0.1441 OK <br /> +1.20D+0.50S 35.84 psi 150.00psi 0.239 OK <br /> +1.20D+1.60S 67.15 psi 150.00psi 0.4477 OK <br /> +1.20D+0.70S 41.54 psi 150.00psi 0.2769 OK <br /> +0.90D 16.21 psi 150.00psi 0.1081 OK <br />