Laserfiche WebLink
General Footing <br />LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:(E) FOUNDATION - MAX LOAD <br />Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Flexure Axis & Load Combination in^2 in^2 in^2 k-ft <br />As Req'd <br />Footing Flexure <br />Tension <br />k-ft <br />Actual As StatusMuSide <br />Surface <br />Gvrn. As Phi*Mn <br />X-X, +1.20D 3.281 -Z Bottom 0.2592 AsMin 0.280 10.821 OK <br />X-X, +1.20D+0.50Lr+0.50L 4.516 +Z Bottom 0.2592 AsMin 0.280 10.821 OK <br />X-X, +1.20D+0.50Lr+0.50L 4.516 -Z Bottom 0.2592 AsMin 0.280 10.821 OK <br />X-X, +0.90D 2.460 +Z Bottom 0.2592 AsMin 0.280 10.821 OK <br />X-X, +0.90D 2.460 -Z Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.40D 3.827 -X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.40D 3.827 +X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D+0.50Lr+1.60L 6.610 -X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D+0.50Lr+1.60L 6.610 +X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D+1.60L 6.326 -X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D+1.60L 6.326 +X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D+1.60Lr+0.50L 5.139 -X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D+1.60Lr+0.50L 5.139 +X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D+1.60Lr 4.188 -X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D+1.60Lr 4.188 +X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D+0.50L 4.232 -X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D+0.50L 4.232 +X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D 3.281 -X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D 3.281 +X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D+0.50Lr+0.50L 4.516 -X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +1.20D+0.50Lr+0.50L 4.516 +X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +0.90D 2.460 -X Bottom 0.2592 AsMin 0.280 10.821 OK <br />Z-Z, +0.90D 2.460 +X Bottom 0.2592 AsMin 0.280 10.821 OK <br />One Way Shear <br />Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 21.00 21.00 21.00 21.00 21.00 67.08 0.31psipsipsipsipsipsi OK <br />+1.20D+0.50Lr+1.60L 36.27 36.27 36.27 36.27 36.27 67.08 0.54psipsipsipsipsipsi OK <br />+1.20D+1.60L 34.71 34.71 34.71 34.71 34.71 67.08 0.52psipsipsipsipsipsi OK <br />+1.20D+1.60Lr+0.50L 28.20 28.20 28.20 28.20 28.20 67.08 0.42psipsipsipsipsipsi OK <br />+1.20D+1.60Lr 22.98 22.98 22.98 22.98 22.98 67.08 0.34psipsipsipsipsipsi OK <br />+1.20D+0.50L 23.22 23.22 23.22 23.22 23.22 67.08 0.35psipsipsipsipsipsi OK <br />+1.20D 18.00 18.00 18.00 18.00 18.00 67.08 0.27psipsipsipsipsipsi OK <br />+1.20D+0.50Lr+0.50L 24.78 24.78 24.78 24.78 24.78 67.08 0.37psipsipsipsipsipsi OK <br />+0.90D 13.50 13.50 13.50 13.50 13.50 67.08 0.20psipsipsipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 65.63 134.16 0.4891 OKpsipsi <br />+1.20D+0.50Lr+1.60L 113.33 134.16 0.8447 OKpsipsi <br />+1.20D+1.60L 108.47 134.16 0.8085 OKpsipsi <br />+1.20D+1.60Lr+0.50L 88.13 134.16 0.6568 OKpsipsi <br />+1.20D+1.60Lr 71.81 134.16 0.5352 OKpsipsi <br />+1.20D+0.50L 72.57 134.16 0.5409 OKpsipsi <br />+1.20D 56.25 134.16 0.4193 OKpsipsi <br />+1.20D+0.50Lr+0.50L 77.43 134.16 0.5771 OKpsipsi <br />+0.90D 42.19 134.16 0.3144 OKpsipsi <br />HSA & ASSOCIATES 02/27/2025 Page 20 <br />2130 E 4th St - REV <br />13/10/2025