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General Footing <br />LIC# : KW-06019842, Build:20.24.08.01 Structural Engineering Consultants (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:PAD: <1> <br />Project File: Design Check_2 Story.ec6 <br />Project Title: <br />Engineer: <br />Pro ect 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 StatusMu Side <br />Surface <br />Gvrn. As Phi*Mn <br />Z-Z, +1.40D 0.350 -Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.40D 0.350 +Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D+0.50Lr+1.60L 0.9125 -Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D+0.50Lr+1.60L 0.9125 +Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D+1.60L 0.80 -Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D+1.60L 0.80 +Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D+1.60Lr+0.50L 0.8163 -Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D+1.60Lr+0.50L 0.8163 +Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D+1.60Lr 0.660 -Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D+1.60Lr 0.660 +Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D+0.50L 0.4563 -Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D+0.50L 0.4563 +Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D 0.30 -Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D 0.30 +Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D+0.50Lr+0.50L 0.5688 -Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +1.20D+0.50Lr+0.50L 0.5688 +Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +0.90D 0.2250 -Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Z-Z, +0.90D 0.2250 +Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />One Way Shear X <br />Vu @ +XLoad Combination... Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 1.56 1.56 1.56 42.17 0.04psipsipsipsi OK <br />+1.20D+0.50Lr+1.60L 4.06 4.06 4.06 42.17 0.10psipsipsipsi OK <br />+1.20D+1.60L 3.56 3.56 3.56 42.17 0.08psipsipsipsi OK <br />+1.20D+1.60Lr+0.50L 3.63 3.63 3.63 42.17 0.09psipsipsipsi OK <br />+1.20D+1.60Lr 2.93 2.93 2.93 42.17 0.07psipsipsipsi OK <br />+1.20D+0.50L 2.03 2.03 2.03 42.17 0.05psipsipsipsi OK <br />+1.20D 1.33 1.33 1.33 42.17 0.03psipsipsipsi OK <br />+1.20D+0.50Lr+0.50L 2.53 2.53 2.53 42.17 0.06psipsipsipsi OK <br />+0.90D 1.00 1.00 1.00 42.17 0.02psipsipsipsi OK <br />One Way Shear Z <br />Load Combination... Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 1.56 1.56 1.56 42.17 0.04psipsipsipsi OK <br />+1.20D+0.50Lr+1.60L 4.06 4.06 4.06 42.17 0.10psipsipsipsi OK <br />+1.20D+1.60L 3.56 3.56 3.56 42.17 0.08psipsipsipsi OK <br />+1.20D+1.60Lr+0.50L 3.63 3.63 3.63 42.17 0.09psipsipsipsi OK <br />+1.20D+1.60Lr 2.93 2.93 2.93 42.17 0.07psipsipsipsi OK <br />+1.20D+0.50L 2.03 2.03 2.03 42.17 0.05psipsipsipsi OK <br />+1.20D 1.33 1.33 1.33 42.17 0.03psipsipsipsi OK <br />+1.20D+0.50Lr+0.50L 2.53 2.53 2.53 42.17 0.06psipsipsipsi OK <br />+0.90D 1.00 1.00 1.00 42.17 0.02psipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVu Phi*VnLoad Combination... <br />+1.40D 7.39 150.00 0.04929 OKpsipsi <br />+1.20D+0.50Lr+1.60L 19.28 150.00 0.1285 OKpsipsi <br />+1.20D+1.60L 16.90 150.00 0.1127 OKpsipsi <br />+1.20D+1.60Lr+0.50L 17.24 150.00 0.115 OKpsipsi <br />+1.20D+1.60Lr 13.94 150.00 0.09295 OKpsipsi <br />+1.20D+0.50L 9.64 150.00 0.06426 OKpsipsi <br />+1.20D 6.34 150.00 0.04225 OKpsipsi <br />+1.20D+0.50Lr+0.50L 12.02 150.00 0.0801 OKpsipsi <br />+0.90D 4.75 150.00 0.03169 OKpsipsi <br />Pa e 26 of 39