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General Footing <br />LIC# : KW-06000020, Build:20.23.2.14 A.V. SCHWAN & ASSOCIATES, INC.(c) ENERCALC INC 1983-2022 <br />DESCRIPTION:F1 <br />Project File: 7202 Canopy.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />PASS 8.356 Sliding - X-X 0.7074 k 5.911 k +0.60D+0.60W <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 0.9193 Soil Bearing 1.379 ksf 1.50 ksf +0.60D+0.60W about Z-Z axis <br />PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning <br />PASS 1.505 Overturning - Z-Z 14.558 k-ft 21.913 k-ft +0.60D+0.60W <br />PASS n/a Uplift 0.0 k 0.0 k No Uplift <br />PASS 0.02722 Z Flexure (+X)0.7851 k-ft/ft 28.846 k-ft/ft +1.20D+W <br />PASS 0.1009 Z Flexure (-X)2.912 k-ft/ft 28.846 k-ft/ft +0.90D+W <br />PASS 0.02964 X Flexure (+Z)0.8551 k-ft/ft 28.846 k-ft/ft +1.20D+1.60Lr+0.50W <br />PASS 0.02964 X Flexure (-Z)0.8551 k-ft/ft 28.846 k-ft/ft +1.20D+1.60Lr+0.50W <br />PASS 0.01993 1-way Shear (+X)1.638 psi 82.158 psi +1.20D+0.50Lr+W <br />PASS 0.09211 1-way Shear (-X)7.568 psi 82.158 psi +0.90D+W <br />PASS 0.02168 1-way Shear (+Z)1.781 psi 82.158 psi +1.20D+1.60Lr+0.50W <br />PASS 0.02168 1-way Shear (-Z)1.781 psi 82.158 psi +1.20D+1.60Lr+0.50W <br />PASS 0.03238 2-way Punching 5.321 psi 164.317 psi +1.20D+1.60Lr+0.50W <br />Top reinforcing mat required (see 'Bending' tab). <br />Hand check required for anchor pullout. <br />42 of 42 <br />1801 E Dyer Rd <br />3/11/2025