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General Footing <br />LIC# : KW-06014993, Build:20.24.06.04 PLUMP ENGINEERING INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Robot Foundation <br />Plump Engineering, Inc. <br />914 E. Katella Ave., Second Floor <br />Anaheim, CA 92805 <br />Phone: (714) 385-1835 <br />Fax: (714) 385-1834 <br />Project File: S.2406061 - Concrete Mount Pad.ec6 <br />Project Title:Behr Standard - Robot Concrete Mount Pad <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+1.60L 0.4953 +Z Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />X-X, +1.20D+1.60L 0.4953 -Z Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />X-X, +1.20D+L 0.4953 +Z Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />X-X, +1.20D+L 0.4953 -Z Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />X-X, +1.20D 0.4953 +Z Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />X-X, +1.20D 0.4953 -Z Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />X-X, +0.90D 0.3715 +Z Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />X-X, +0.90D 0.3715 -Z Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />Z-Z, +1.20D+1.60L 0.8201 -X Top 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />Z-Z, +1.20D+1.60L 5.014 +X Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />Z-Z, +1.20D+L 0.8188 -X Top 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />Z-Z, +1.20D+L 2.210 +X Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />Z-Z, +1.20D 0.4953 -X Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />Z-Z, +1.20D 0.4953 +X Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />Z-Z, +0.90D 0.3715 -X Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />Z-Z, +0.90D 0.3715 +X Bottom 0.1296 ACI 7.6.1.1 0.2067 8.229 OK <br />One Way Shear X <br />Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.20D+1.60L 4.16 25.10 25.10 47.11 0.53psipsipsipsi OK <br />+1.20D+L 4.16 11.14 11.14 47.11 0.24psipsipsipsi OK <br />+1.20D 2.51 2.51 2.51 47.11 0.05psipsipsipsi OK <br />+0.90D 1.88 1.88 1.88 47.11 0.04psipsipsipsi OK <br />One Way Shear Z <br />Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.20D+1.60L 2.51 2.51 2.51 47.11 0.05psipsipsipsi OK <br />+1.20D+L 2.51 2.51 2.51 47.11 0.05psipsipsipsi OK <br />+1.20D 2.51 2.51 2.51 47.11 0.05psipsipsipsi OK <br />+0.90D 1.88 1.88 1.88 47.11 0.04psipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.20D+1.60L 8.51 169.76 0.05014 OKpsipsi <br />+1.20D+L 5.00 169.76 0.02945 OKpsipsi <br />+1.20D 4.57 169.76 0.02689 OKpsipsi <br />+0.90D 3.42 169.76 0.02017 OKpsipsi <br />1995 S Standard Ave- <br />Concrete Pads10/15/2024