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General Footing <br />LIC# : KW-06019842, Build:20.23.08.30 Structural Engineering Consultants (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:PAD: <1> <br />Project File: Design Check.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 0.930 Soil Bearing 1.395 ksf 1.50 ksf +D+Lr 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 0.07496 Z Flexure (+X) 0.8750 k-ft/ft 11.674 k-ft/ft +1.20D+1.60Lr <br />PASS 0.07496 Z Flexure (-X) 0.8750 k-ft/ft 11.674 k-ft/ft +1.20D+1.60Lr <br />PASS 0.07496 X Flexure (+Z) 0.8750 k-ft/ft 11.674 k-ft/ft +1.20D+1.60Lr <br />PASS 0.07496 X Flexure (-Z) 0.8750 k-ft/ft 11.674 k-ft/ft +1.20D+1.60Lr <br />PASS 0.05185 1-way Shear (+X) 3.889 psi 75.0 psi +1.20D+1.60Lr <br />PASS 0.05185 1-way Shear (-X) 3.889 psi 75.0 psi +1.20D+1.60Lr <br />PASS 0.05185 1-way Shear (+Z) 3.889 psi 75.0 psi +1.20D+1.60Lr <br />PASS 0.05185 1-way Shear (-Z) 3.889 psi 75.0 psi +1.20D+1.60Lr <br />PASS 0.1232 2-way Punching 18.485 psi 150.0 psi +1.20D+1.60Lr <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/a0.770 0.770 n/a 0.5130.0n/a <br />X-X, +D+Lr 1.50 n/a1.395 1.395 n/a 0.9300.0n/a <br />X-X, +D+0.750Lr 1.50 n/a1.239 1.239 n/a 0.8260.0n/a <br />X-X, +0.60D 1.50 n/a0.4620 0.4620 n/a 0.3080.0n/a <br />Z-Z, D Only 1.50 0.770n/a n/a 0.770 0.513n/a0.0 <br />Z-Z, +D+Lr 1.50 1.395n/a n/a 1.395 0.930n/a0.0 <br />Z-Z, +D+0.750Lr 1.50 1.239n/a n/a 1.239 0.826n/a0.0 <br />Z-Z, +0.60D 1.50 0.4620n/a n/a 0.4620 0.308n/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 0.4375 +Z Bottom 0.2592 AsMin 0.30 11.674 OK <br />X-X, +1.40D 0.4375 -Z Bottom 0.2592 AsMin 0.30 11.674 OK <br />X-X, +1.20D+0.50Lr 0.5313 +Z Bottom 0.2592 AsMin 0.30 11.674 OK <br />X-X, +1.20D+0.50Lr 0.5313 -Z Bottom 0.2592 AsMin 0.30 11.674 OK <br />X-X, +1.20D 0.3750 +Z Bottom 0.2592 AsMin 0.30 11.674 OK <br />X-X, +1.20D 0.3750 -Z Bottom 0.2592 AsMin 0.30 11.674 OK <br />X-X, +1.20D+1.60Lr 0.8750 +Z Bottom 0.2592 AsMin 0.30 11.674 OK <br />X-X, +1.20D+1.60Lr 0.8750 -Z Bottom 0.2592 AsMin 0.30 11.674 OK <br />X-X, +0.90D 0.2813 +Z Bottom 0.2592 AsMin 0.30 11.674 OK <br />X-X, +0.90D 0.2813 -Z Bottom 0.2592 AsMin 0.30 11.674 OK <br />Z-Z, +1.40D 0.4375 -Bottom 0.2592 AsMin 0.30 11.674 OK <br />Z-Z, +1.40D 0.4375 +Bottom 0.2592 AsMin 0.30 11.674 OK <br />Z-Z, +1.20D+0.50Lr 0.5313 -Bottom 0.2592 AsMin 0.30 11.674 OK <br />Z-Z, +1.20D+0.50Lr 0.5313 +Bottom 0.2592 AsMin 0.30 11.674 OK <br />Z-Z, +1.20D 0.3750 -Bottom 0.2592 AsMin 0.30 11.674 OK <br />Z-Z, +1.20D 0.3750 +Bottom 0.2592 AsMin 0.30 11.674 OK <br />Z-Z, +1.20D+1.60Lr 0.8750 -Bottom 0.2592 AsMin 0.30 11.674 OK <br />Z-Z, +1.20D+1.60Lr 0.8750 +Bottom 0.2592 AsMin 0.30 11.674 OK <br />Z-Z, +0.90D 0.2813 -Bottom 0.2592 AsMin 0.30 11.674 OK <br />Z-Z, +0.90D 0.2813 +Bottom 0.2592 AsMin 0.30 11.674 OK