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General Footing <br />LIC# : KW-06019287, Build:20.23.08.30 Enginiar Design & Development (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:(N) RAISED FLOOR PIER <br />Project File: 18-SANA-24.ec6 <br />Project Title: <br />Engineer: <br />Project Descr: <br />PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding <br />PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding <br />DESIGN SUMMARY Design OK <br />Governing Load CombinationMin. Ratio Item Applied Capacity <br />PASS 0.8007 Soil Bearing 1.201 ksf 1.50 ksf +D+L 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 0.004322 Z Flexure (+X)0.1270 k-ft/ft 29.374 k-ft/ft +1.20D+1.60L <br />PASS 0.004322 Z Flexure (-X)0.1270 k-ft/ft 29.374 k-ft/ft +1.20D+1.60L <br />PASS 0.004322 0.1270 k-ft/ft 29.374 k-ft/ft +1.20D+1.60L <br />PASS 0.004322 0.1270 k-ft/ft 29.374 k-ft/ft +1.20D+1.60L <br />PASS n/a 1-way Shear (+X)0.0 psi 75.0 psi n/a <br />PASS 0.0 1-way Shear (-X)0.0 psi 0.0 psi n/a <br />PASS n/a 1-way Shear (+Z)0.0 psi 75.0 psi n/a <br />PASS n/a 1-way Shear (-Z)0.0 psi 75.0 psi n/a <br />PASS n/a 2-way Punching 0.05122 psi 75.0 psi +1.40D <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, -X Right, +X RatioLoad Combination... <br />X-X, D Only 1.50 n/a0.4662 0.4662 n/a 0.3110.0n/a <br />1.50 n/a1.201 1.201 n/a 0.8010.0n/a <br />1.50 n/a1.017 1.017 n/a 0.6780.0n/a <br />1.50 n/a0.2797 0.2797 n/a 0.1870.0n/a <br />Z-Z, D Only 1.50 0.4662n/a n/a 0.4662 0.311n/a0.0 <br />Z-Z, +D+L 1.50 1.201n/a n/a 1.201 0.801n/a0.0 <br />Z-Z, +D+0.750L 1.50 1.017n/a n/a 1.017 0.678n/a0.0 <br />Z-Z, +0.60D 1.50 0.2797n/a n/a 0.2797 0.187n/a0.0 <br />Rotation Axis & <br />Overturning Stability <br />Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio <br />Footing Has NO Overturning <br />Force Application Axis <br />Sliding Stability All units k <br />Load Combination...StatusSliding Force Resisting Force Stability Ratio <br />Footing Has NO Sliding <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 0.02999 +Z Bottom 0.3888 AsMin 0.4511 29.374 OK <br />0.02999 -Z Bottom 0.3888 AsMin 0.4511 29.374 OK <br />0.1270 +Z Bottom 0.3888 AsMin 0.4511 29.374 OK <br />0.1270 -Z Bottom 0.3888 AsMin 0.4511 29.374 OK <br />0.05734 +Z Bottom 0.3888 AsMin 0.4511 29.374 OK <br />0.05734 -Z Bottom 0.3888 AsMin 0.4511 29.374 OK <br />0.02570 +Z Bottom 0.3888 AsMin 0.4511 29.374 OK <br />0.02570 -Z Bottom 0.3888 AsMin 0.4511 29.374 OK <br />0.01928 +Z Bottom 0.3888 AsMin 0.4511 29.374 OK <br />0.01928 -Z Bottom 0.3888 AsMin 0.4511 29.374 OK <br />Z-Z, +1.40D 0.02999 -X Bottom 0.3888 AsMin 0.4511 29.374 OK <br />Z-Z, +1.40D 0.02999 +X Bottom 0.3888 AsMin 0.4511 29.374 OK <br />Z-Z, +1.20D+1.60L 0.1270 -X Bottom 0.3888 AsMin 0.4511 29.374 OK <br />Z-Z, +1.20D+1.60L 0.1270 +X Bottom 0.3888 AsMin 0.4511 29.374 OK <br />Z-Z, +1.20D+0.50L 0.05734 -X Bottom 0.3888 AsMin 0.4511 29.374 OK <br />Z-Z, +1.20D+0.50L 0.05734 +X Bottom 0.3888 AsMin 0.4511 29.374 OK <br />Z-Z, +1.20D 0.02570 -X Bottom 0.3888 AsMin 0.4511 29.374 OK <br />20