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Project Title: <br />H A R E Z LA K <br />HE <br />Engineer: <br />Project ID: <br />ENGINEERING <br />ProjectDescr: <br />General Footing Project File: Moon RES.ec6 <br />DESCRIPTION: F1 <br />DESIGN SUMMARY 1=• <br />Min. Ratio Item Applied Capacity Governing Load Combination <br />PASS <br />0.9480 <br />Soil Bearing <br />1.659 ksf <br />1.750 ksf <br />+D+L about Z-Z axis <br />PASS <br />n/a <br />Overturning - X-X <br />0.0 k-ft <br />0.0 k-ft <br />No Overturning <br />PASS <br />n/a <br />Overturning - Z-Z <br />0.0 k-ft <br />0.0 k-ft <br />No Overturning <br />PASS <br />n/a <br />Sliding - X-X <br />0.0 k <br />0.0 k <br />No Sliding <br />PASS <br />n/a <br />Sliding - Z-Z <br />0.0 k <br />0.0 k <br />No Sliding <br />PASS <br />n/a <br />Uplift <br />0.0 k <br />0.0 k <br />No Uplift <br />PASS <br />0.3842 <br />Z Flexure (+X) <br />4.516 k-ft/ft <br />11.753 k-ft/ft <br />+1.20D+1.60L <br />PASS <br />0.3842 <br />Z Flexure (-X) <br />4.516 k-ft/ft <br />11.753 k-ft/ft <br />+1.20D+1.60L <br />PASS <br />0.3842 <br />X Flexure (+Z) <br />4.516 k-ft/ft <br />11.753 k-ft/ft <br />+1.20D+1.60L <br />PASS <br />0.3842 <br />X Flexure (-Z) <br />4.516 k-ft/ft <br />11.753 k-ft/ft <br />+1.20D+1.60L <br />PASS <br />0.3156 <br />1-way Shear (+X) <br />25.925 psi <br />82.158 psi <br />+1.20D+1.60L <br />PASS <br />0.3156 <br />1-way Shear (-X) <br />25.925 psi <br />82.158 psi <br />+1.20D+1.60L <br />PASS <br />0.3156 <br />1-way Shear (+Z) <br />25.925 psi <br />82.158 psi <br />+1.20D+1.60L <br />PASS <br />0.3156 <br />1-way Shear (-Z) <br />25.925 psi <br />82.158 psi <br />+1.20D+1.60L <br />PASS <br />0.6566 <br />2-way Punching <br />107.893 psi <br />164.317 psi <br />+1.20D+1.60L <br />Detailed Results <br />Soil Bearing <br />Rotation Axis & <br />Xecc Zecc <br />Actual <br />Soil Bearing Stress @ Location <br />Actual / Allow <br />Load Combination... <br />Gross Allowable <br />(in) <br />Bottom, -Z <br />Top, +Z <br />Left, -X <br />Right, +X <br />Ratio <br />X-X, D Only <br />1.750 <br />n/a 0.0 <br />0.5575 <br />0.5575 <br />n/a <br />n/a <br />0.319 <br />X-X, +D+L <br />1.750 <br />n/a 0.0 <br />1.659 <br />1.659 <br />n/a <br />n/a <br />0.948 <br />X-X, +D+0.750L <br />1.750 <br />n/a 0.0 <br />1.384 <br />1.384 <br />n/a <br />n/a <br />0.791 <br />X-X, +0.60D <br />1.750 <br />n/a 0.0 <br />0.3345 <br />0.3345 <br />n/a <br />n/a <br />0.191 <br />Z-Z, D Only <br />1.750 <br />0.0 n/a <br />n/a <br />n/a <br />0.5575 <br />0.5575 <br />0.319 <br />Z-Z, +D+L <br />1.750 <br />0.0 n/a <br />n/a <br />n/a <br />1.659 <br />1.659 <br />0.948 <br />Z-Z, +D+0.750L <br />1.750 <br />0.0 n/a <br />n/a <br />n/a <br />1.384 <br />1.384 <br />0.791 <br />Z-Z, +0.60D <br />1.750 <br />0.0 n/a <br />n/a <br />n/a <br />0.3345 <br />0.3345 <br />0.191 <br />Overturning Stability <br />Rotation Axis & <br />Load Combination... <br />Overturning Moment <br />Resisting Moment <br />Stability Ratio <br />Status <br />Footing Has NO Overturning <br />Sliding Stability <br />All <br />units k <br />Force Application Axis <br />Load Combination... <br />Sliding Force <br />Resisting Force <br />Stability Ratio <br />Status <br />Footing Has NO Sliding <br />Footing Flexure <br />Flexure Axis & Load Combination Mu <br />Side <br />Tension <br />As Req'd <br />Gvrn. As Actual As <br />Phi*Mn <br />Status <br />k-ft <br />Surface <br />inA2 <br />inA2 <br />inA2 <br />k-ft <br />X-X, +1.40D <br />1.155 <br />+Z <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />X-X, +1.40D <br />1.155 <br />-Z <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />X-X, +1.20D+1.60L <br />4.516 <br />+Z <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />X-X, +1.20D+1.60L <br />4.516 <br />-Z <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />X-X, +1.20D+L <br />3.194 <br />+Z <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />X-X, +1.20D+L <br />3.194 <br />-Z <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />X-X, +1.20D <br />0.990 <br />+Z <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />X-X, +1.20D <br />0.990 <br />-Z <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />X-X, +0.90D <br />0.7425 <br />+Z <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />X-X, +0.90D <br />0.7425 <br />-Z <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />Z-Z, +1.40D <br />1.155 <br />-X <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />Z-Z, +1.40D <br />1.155 <br />+X <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />Z-Z, +1.20D+1.60L <br />4.516 <br />-X <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />Z-Z, +1.20D+1.60L <br />4.516 <br />+X <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />Z-Z, +1.20D+L <br />3.194 <br />-X <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />Z-Z, +1.20D+L <br />3.194 <br />+X <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />Z-Z, +1.20D <br />0.990 <br />-X <br />Bottom <br />0.2592 <br />AsMin <br />0.30 <br />11.753 <br />OK <br />Page 29 of 52 <br />