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i Dibble Engineers, Inc. Project Title: 1029 Market Street Engineer: Kirkland,WA 98033 Project ID: (425)828-4200 Project Descr: DEI General Footing Project File:23-079 charter club.ec6 LIC#:KW-06014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 DESCRIPTION: FTG 3 (BELOW RCOL1) Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi'Mn Status k-ft Surface in^2 inA2 inA2 k-ft X-X,+1.20D+1.60S 0.7337 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+0.50L+0.50S 0.5242 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+0.50L+0.50S 0.5242 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+0.50L+0.70S 0.5840 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+1.20D+0.50L+0.70S 0.5840 -Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+0.90D 0.1915 +Z Bottom 0.1728 AsMin 0.20 4.288 OK X-X,+0.90D 0.1915 -Z Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.40D 0.2979 -X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.40D 0.2979 +X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D+1.60L 0.6375 -X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D+1.60L 0.6375 +X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D+1.60L+0.50S 0.7870 -X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D+1.60L+0.50S 0.7870 +X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D+0.50L 0.3747 -X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D+0.50L 0.3747 +X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D 0.2553 -X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D 0.2553 +X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D+0.50L+1.60S 0.8531 -X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D+0.50L+1.60S 0.8531 +X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D+1.60S 0.7337 -X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D+1.60S 0.7337 +X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D+0.50L+0.50S 0.5242 -X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z,+1.20D+0.50L+0.50S 0.5242 +X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D+0.50L+0.70S 0.5840 -X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +1.20D+0.50L+0.70S 0.5840 +X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z, +0.90D 0.1915 -X Bottom 0.1728 AsMin 0.20 4.288 OK Z-Z,+0.90D 0.1915 +X Bottom 0.1728 AsMin 0.20 4.288 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi"Vn Status +1.4011) 5.76 psi 5.76 psi 5.76 psi 5.76 psi 5.76 psi 75.00 psi 0.08 OK +1.20D+1.60L 12.33 psi 12.33 psi 12.33 psi 12.33 psi 12.33 psi 75.00 psi 0.16 OK +1.20D+1.60L+0.50S 15.22 psi 15.22 psi 15.22 psi 15.22 psi 15.22 psi 75.00 psi 0.20 OK +1.20D+0.50L 7.25 psi 7.25 psi 7.25 psi 7.25 psi 7.25 psi 75.00 psi 0.10 OK +1.20D 4.94 psi 4.94 psi 4.94 psi 4.94 psi 4.94 psi 75.00 psi 0.07 OK +1.20D+0.50L+1.60S 16.49 psi 16.49 psi 16.49 psi 16.49 psi 16.49 psi 75.00 psi 0.22 OK +1.20D+1.60S 14.19 psi 14.19 psi 14.19 psi 14.19 psi 14.19 psi 75.00 psi 0.19 OK +1.20D+0.50L+0.50S 10.14 psi 10.14 psi 10.14 psi 10.14 psi 10.14 psi 75.00 psi 0.14 OK +1.20D+0.50L+0.70S 11.29 psi 11.29 psi 11.29 psi 11.29 psi 11.29 psi 75.00 psi 0.15 OK +0.90D 3.70 psi 3.70 psi 3.70 psi 3.70 psi 3.70 psi 75.00 psi 0.05 OK Two-Way"Punching" Shear All units k Load Combination... Vu Phi'Vn Vu/Phi'Vn Status +1.40D 22.88 psi 150.00psi 0.1525 OK +1.20D+1.60L 48.96 psi 150,00psi 0.3264 OK +1.20D+1.60L+0.50S 60.44 psi 150.00psi 0.4029 OK +1.20D+0.50L 28.78 psi 150.00psi 0.1919 OK +1.20D 19.61 psi 150.00psi 0.1307 OK +1.20D+0.50L+1.60S 65.52 psi 150.00psi 0.4368 OK +1.20D+1.60S 56.35 psi 150.00psi 0.3757 OK +1.20D+0.50L+0.50S 40.26 psi 150.00psi 0.2684 OK +1.20D+0.50L+0.70S 44.85 psi 150.00psi 0,299 OK +0.90D 14.71 psi 150.00psi 0.09804 OK