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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 />DESIGN SUMMARY Design OK <br />Governing Load CombinationMin. Ratio Item Applied Capacity <br />PASS 0.9673 Soil Bearing 1.451 ksf 1.50 ksf +D+0.750Lr+0.750L about Z-Z axis <br />PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning <br />PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning <br />PASS n/a Uplift 0.0 k 0.0 k No Uplift <br />PASS 0.07817 Z Flexure (+X) 0.9125 k-ft/ft 11.674 k-ft/ft +1.20D+0.50Lr+1.60L <br />PASS 0.07817 Z Flexure (-X) 0.9125 k-ft/ft 11.674 k-ft/ft +1.20D+0.50Lr+1.60L <br />PASS 0.07817 X Flexure (+Z) 0.9125 k-ft/ft 11.674 k-ft/ft +1.20D+0.50Lr+1.60L <br />PASS 0.07817 X Flexure (-Z) 0.9125 k-ft/ft 11.674 k-ft/ft +1.20D+0.50Lr+1.60L <br />PASS 0.09617 1-way Shear (+X) 4.056 psi 42.172 psi +1.20D+0.50Lr+1.60L <br />PASS 0.09617 1-way Shear (-X) 4.056 psi 42.172 psi +1.20D+0.50Lr+1.60L <br />PASS 0.09617 1-way Shear (+Z) 4.056 psi 42.172 psi +1.20D+0.50Lr+1.60L <br />PASS 0.09617 1-way Shear (-Z) 4.056 psi 42.172 psi +1.20D+0.50Lr+1.60L <br />PASS 0.1285 2-way Punching 19.277 psi 150.0 psi +1.20D+0.50Lr+1.60L <br />Detailed Results <br />Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow <br />Soil Bearing <br />(in)Gross Allowable Bottom, -Z Top, +Z Left, -Right, +RatioLoad Combination... <br />X-X, D Only 1.50 n/a0.6450 0.6450 n/a 0.4300.0n/a <br />X-X, +D+L 1.50 n/a1.270 1.270 n/a 0.8470.0n/a <br />X-X, +D+Lr 1.50 n/a1.095 1.095 n/a 0.7300.0n/a <br />X-X, +D+0.750Lr+0.750L 1.50 n/a1.451 1.451 n/a 0.9670.0n/a <br />X-X, +D+0.750L 1.50 n/a1.114 1.114 n/a 0.7430.0n/a <br />X-X, +0.60D 1.50 n/a0.3870 0.3870 n/a 0.2580.0n/a <br />Z-Z, D Only 1.50 0.6450n/a n/a 0.6450 0.430n/a0.0 <br />Z-Z, +D+L 1.50 1.270n/a n/a 1.270 0.847n/a0.0 <br />Z-Z, +D+Lr 1.50 1.095n/a n/a 1.095 0.730n/a0.0 <br />Z-Z, +D+0.750Lr+0.750L 1.50 1.451n/a n/a 1.451 0.967n/a0.0 <br />Z-Z, +D+0.750L 1.50 1.114n/a n/a 1.114 0.743n/a0.0 <br />Z-Z, +0.60D 1.50 0.3870n/a n/a 0.3870 0.258n/a0.0 <br />Rotation Axis & <br />Overturning Stability <br />Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio <br />Footing Has NO Overturning <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 />X-X, +1.40D 0.350 +Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.40D 0.350 -Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D+0.50Lr+1.60L 0.9125 +Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D+0.50Lr+1.60L 0.9125 -Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D+1.60L 0.80 +Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D+1.60L 0.80 -Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D+1.60Lr+0.50L 0.8163 +Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D+1.60Lr+0.50L 0.8163 -Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D+1.60Lr 0.660 +Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D+1.60Lr 0.660 -Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D+0.50L 0.4563 +Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D+0.50L 0.4563 -Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D 0.30 +Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D 0.30 -Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D+0.50Lr+0.50L 0.5688 +Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +1.20D+0.50Lr+0.50L 0.5688 -Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +0.90D 0.2250 +Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />X-X, +0.90D 0.2250 -Z Bottom 0.2592 ACI 7.6.1.1 0.30 11.674 OK <br />Pa e 25 of 39