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• Project Title: <br /> Engineer: <br /> ii <br /> Project ID:UMLAUF ENGINEERS Project Descr: <br /> Printed: 4 APR 2021,12:30PM <br /> File:Zap.ec6 <br /> General Footing Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 <br /> Lic.#:KW-06011909 L2 Engineers <br /> DESCRIPTION: Fl <br /> DESIGN SUMMARY Design OK <br /> Min.Ratio Item Applied Capacity Governing Load Combination <br /> PASS 0.7520 Soil Bearing 2.256 ksf 3.0 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 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 /> PASS n/a Uplift 0.0 k 0.0 k No Uplift <br /> PASS 0.3385 Z Flexure(+X) 3.550 k-ft/ft 10.486 k-ft/ft +1.20D+1.60L <br /> PASS 0.3385 Z Flexure(-X) 3.550 k-ft/ft 10.486 k-ft/ft +1.20D+1.60L <br /> PASS 0.3385 X Flexure(+Z) 3.550 k-ft/ft 10.486 k-ft/ft +1.20D+1.60L <br /> PASS 0.3385 X Flexure(-Z) 3.550 k-ft/ft 10.486 k-ft/ft +1.20D+1.60L <br /> PASS 0.2667 1-way Shear(+X) 21.914 psi 82.158 psi +1.20D+1.60L <br /> PASS 0.2667 1-way Shear(-X) 21.914 psi 82.158 psi +1.20D+1.60L <br /> PASS 0.2667 1-way Shear(+Z) 21.914 psi 82.158 psi +1.20D+1.60L <br /> PASS 0.2667 1-way Shear(-Z) 21.914 psi 82.158 psi +1.20D+1.60L <br /> PASS 0.5001 2-way Punching 82.176 psi 164.317 psi +1.20D+1.60L <br />