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Dibble Engineers,Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> (425)828-4200 Project Descr: <br /> DEI <br /> General Footing Project File:23-079 Charter Club.ec6 <br /> LIC#:KW-06014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: FTG 1 (BELOW COL 1) <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 in"2 in^2 in^2 k-ft <br /> X-X,+0.90D 0.3191 -Z Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+1.40D 0.4963 -X Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+1.40D 0.4963 +X Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+1.20D+0.50Lr 0.6398 -X Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+1.20D+0.50Lr 0.6398 +X Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+1.20D+0.50S 0.6935 -X Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+1.20D+0.50S 0.6935 +X Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+1.20D+1.60Lr 1.111 -X Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+1.20D+1.60Lr 1.111 +X Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+1.20D+1.60S 1.283 -X Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+1.20D+1.60S 1.283 +X Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+1.20D+0.70S 0.8008 -X Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+1.20D+0.70S 0.8008 +X Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+0.90D 0.3191 -X Bottom 0.1728 AsMin 0.240 5.095 OK <br /> Z-Z,+0.90D 0.3191 +X Bottom 0.1728 AsMin 0.240 5.095 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 /> +1.401) 8.74 psi 8.74 psi 8.74 psi 8.74 psi 8.74 psi 75.00 psi 0.12 OK <br /> +1.20D+0.50Lr 11.26 psi 11.26 psi 11.26 psi 11.26 psi 11.26 psi 75.00 psi 0.15 OK <br /> +1.20D+0.50S 12.21 psi 12.21 psi 12.21 psi 12.21 psi 12.21 psi 75.00 psi 0.16 OK <br /> +1.20D+1.60Lr 19.56 psi 19.56 psi 19.56 psi 19.56 psi 19.56 psi 75.00 psi 0.26 OK <br /> +1.20D+1.60S 22.59 psi 22.59 psi 22.59 psi 22.59 psi 22.59 psi 75.00 psi 0.30 OK <br /> +1.20D+0.70S 14.09 psi 14.09 psi 14.09 psi 14.09 psi 14.09 psi 75.00 psi 0.19 OK <br /> +0.90D 5.62 psi 5.62 psi 5.62 psi 5.62 psi 5.62 psi 75.00 psi 0.07 OK <br /> Two-Way"Punching"Shear All units k <br /> Load Combination... Vu Phi'Vn Vu/Phi'Vn Status <br /> +1.401) 38.69 psi 150.00psi 0.2579 OK <br /> +1.20D+0.50Lr 49.87 psi 150.00psi 0.3325 OK <br /> +1.20D+0.50S 54.06 psi 150.00psi 0.3604 OK <br /> +1.20D+1.60Lr 86.64 psi 150.00psi 0.5776 OK <br /> +1.20D+1.60S 100.04 psi 150.00psi 0.667 OK <br /> +1.20D+0.70S 62.42 psi 150.00psi 0.4161 OK <br /> +0.90D 24.87 psi 150.00psi 0.1658 OK <br /> I I 11 I 11 <br />