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General Footing <br />LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Stair Footing <br />Project File: 23-0221-00 - Revised Stairway.ec6 <br />Project Title:Illumination Foundation <br />Engineer: <br />Project ID:23-0221-00 <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 0.8027 Soil Bearing 1.204 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 0.08113 Z Flexure (+X)1.246 k-ft/ft 15.353 k-ft/ft +1.20D+1.60L <br />PASS 0.08113 Z Flexure (-X)1.246 k-ft/ft 15.353 k-ft/ft +1.20D+1.60L <br />PASS 0.08113 X Flexure (+Z)1.246 k-ft/ft 15.353 k-ft/ft +1.20D+1.60L <br />PASS 0.08113 X Flexure (-Z)1.246 k-ft/ft 15.353 k-ft/ft +1.20D+1.60L <br />PASS 0.1590 1-way Shear (+X)7.382 psi 46.416 psi +1.20D+1.60L <br />PASS 0.1590 1-way Shear (-X)7.382 psi 46.416 psi +1.20D+1.60L <br />PASS 0.1590 1-way Shear (+Z)7.382 psi 46.416 psi +1.20D+1.60L <br />PASS 0.1590 1-way Shear (-Z)7.382 psi 46.416 psi +1.20D+1.60L <br />PASS 0.1866 2-way Punching 27.989 psi 150.0 psi +1.20D+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, -X Right, +X RatioLoad Combination... <br />X-X, D Only 1.50 n/a0.3951 0.3951 n/a 0.2630.0n/a <br />X-X, +D+L 1.50 n/a1.204 1.204 n/a 0.8030.0n/a <br />X-X, +D+0.750L 1.50 n/a1.002 1.002 n/a 0.6680.0n/a <br />X-X, +0.60D 1.50 n/a0.2370 0.2370 n/a 0.1580.0n/a <br />Z-Z, D Only 1.50 0.3951n/a n/a 0.3951 0.263n/a0.0 <br />Z-Z, +D+L 1.50 1.204n/a n/a 1.204 0.803n/a0.0 <br />Z-Z, +D+0.750L 1.50 1.002n/a n/a 1.002 0.668n/a0.0 <br />Z-Z, +0.60D 1.50 0.2370n/a n/a 0.2370 0.158n/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 StatusMuSide <br />Surface <br />Gvrn. As Phi*Mn <br />X-X, +1.40D 0.2735 +Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />X-X, +1.40D 0.2735 -Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />X-X, +1.20D+1.60L 1.246 +Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />X-X, +1.20D+1.60L 1.246 -Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />X-X, +1.20D+L 0.8665 +Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />X-X, +1.20D+L 0.8665 -Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />X-X, +1.20D 0.2345 +Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />X-X, +1.20D 0.2345 -Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />X-X, +0.90D 0.1758 +Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />X-X, +0.90D 0.1758 -Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />Z-Z, +1.40D 0.2735 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />Z-Z, +1.40D 0.2735 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />Z-Z, +1.20D+1.60L 1.246 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />Z-Z, +1.20D+1.60L 1.246 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />Z-Z, +1.20D+L 0.8665 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />Z-Z, +1.20D+L 0.8665 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />Z-Z, +1.20D 0.2345 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />20 <br />914-918 N Bewley <br />St5/8/2025