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General Footing <br />LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:NEW FOUNDATION <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 1.50 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK <br />X-X, +1.20D+0.50Lr+0.50L 2.038 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK <br />X-X, +1.20D+0.50Lr+0.50L 2.038 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK <br />X-X, +0.90D 1.125 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK <br />X-X, +0.90D 1.125 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK <br />Z-Z, +1.40D 1.750 -X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.40D 1.750 +X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D+0.50Lr+1.60L 2.945 -X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D+0.50Lr+1.60L 2.945 +X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D+1.60L 2.820 -X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D+1.60L 2.820 +X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D+1.60Lr+0.50L 2.313 -X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D+1.60Lr+0.50L 2.313 +X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D+1.60Lr 1.90 -X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D+1.60Lr 1.90 +X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D+0.50L 1.913 -X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D+0.50L 1.913 +X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D 1.50 -X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D 1.50 +X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D+0.50Lr+0.50L 2.038 -X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +1.20D+0.50Lr+0.50L 2.038 +X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +0.90D 1.125 -X Bottom 0.2592 AsMin 0.3543 13.795 OK <br />Z-Z, +0.90D 1.125 +X Bottom 0.2592 AsMin 0.3543 13.795 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 10.74 10.74 10.74 10.74 10.74 82.16 0.13psipsipsipsipsipsi OK <br />+1.20D+0.50Lr+1.60L 18.08 18.08 18.08 18.08 18.08 82.16 0.22psipsipsipsipsipsi OK <br />+1.20D+1.60L 17.31 17.31 17.31 17.31 17.31 82.16 0.21psipsipsipsipsipsi OK <br />+1.20D+1.60Lr+0.50L 14.19 14.19 14.19 14.19 14.19 82.16 0.17psipsipsipsipsipsi OK <br />+1.20D+1.60Lr 11.66 11.66 11.66 11.66 11.66 82.16 0.14psipsipsipsipsipsi OK <br />+1.20D+0.50L 11.74 11.74 11.74 11.74 11.74 82.16 0.14psipsipsipsipsipsi OK <br />+1.20D 9.21 9.21 9.21 9.21 9.21 82.16 0.11psipsipsipsipsipsi OK <br />+1.20D+0.50Lr+0.50L 12.51 12.51 12.51 12.51 12.51 82.16 0.15psipsipsipsipsipsi OK <br />+0.90D 6.91 6.91 6.91 6.91 6.91 82.16 0.08psipsipsipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 41.12 164.32 0.2502 OKpsipsi <br />+1.20D+0.50Lr+1.60L 69.20 164.32 0.4211 OKpsipsi <br />+1.20D+1.60L 66.26 164.32 0.4032 OKpsipsi <br />+1.20D+1.60Lr+0.50L 54.34 164.32 0.3307 OKpsipsi <br />+1.20D+1.60Lr 44.64 164.32 0.2717 OKpsipsi <br />+1.20D+0.50L 44.94 164.32 0.2735 OKpsipsi <br />+1.20D 35.24 164.32 0.2145 OKpsipsi <br />+1.20D+0.50Lr+0.50L 47.87 164.32 0.2914 OKpsipsi <br />+0.90D 26.43 164.32 0.1609 OKpsipsi <br />HSA & ASSOCIATES 02/27/2025 Page 23 <br />2130 E 4th St - REV <br />13/10/2025