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General Footing <br />LIC# : KW-06015364, Build:20.22.8.17 KPFF CONSULTING ENGINEERS (c) ENERCALC INC 1983-2022 <br />DESCRIPTION:(E)Pilaster Footing @ (E)BM-11 <br />Project File: Santa Ana Zoo Ticket Booth.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 />Z-Z, +1.20D+1.60Lr 1.229 +X Bottom 0.2592 AsMin 0.2667 10.424 OK <br />Z-Z, +0.90D 0.6359 -X Bottom 0.2592 AsMin 0.2667 10.424 OK <br />Z-Z, +0.90D 0.6359 +X Bottom 0.2592 AsMin 0.2667 10.424 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 6.11 6.11 6.11 6.11 6.11 75.00 0.08psipsipsipsipsipsi OK <br />+1.20D+0.50Lr 5.97 5.97 5.97 5.97 5.97 75.00 0.08psipsipsipsipsipsi OK <br />+1.20D 5.23 5.23 5.23 5.23 5.23 75.00 0.07psipsipsipsipsipsi OK <br />+1.20D+1.60Lr 7.59 7.59 7.59 7.59 7.59 75.00 0.10psipsipsipsipsipsi OK <br />+0.90D 3.93 3.93 3.93 3.93 3.93 75.00 0.05psipsipsipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 22.90 150.00 0.1526 OKpsipsi <br />+1.20D+0.50Lr 22.38 150.00 0.1492 OKpsipsi <br />+1.20D 19.63 150.00 0.1308 OKpsipsi <br />+1.20D+1.60Lr 28.45 150.00 0.1897 OKpsipsi <br />+0.90D 14.72 150.00 0.09813 OKpsipsi <br />Page 33