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Project Title: <br /> Engineer: <br /> Project ID: <br /> L UMLAUF ENGINEERS Project Descr: <br /> Printed: 4 APR 2021,12:31PM <br /> File:Zap.ec6 <br /> General Footing Software copyright ENERCALC,INC.1983-2020,8uild:12.20.8.24 <br /> Lic.#:KW-06011909 L2 Engineers <br /> DESCRIPTION: F2 <br /> DESIGN SUMMARY Design OK <br /> Min.Ratio Item Applied Capacity Governing Load Combination <br /> PASS 0.9673 Soil Bearing 2.902 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 0.05419 Z Flexure(+X) 0.5682 k-ft/ft 10.486 k-ft/ft +1.20D+1.60L <br /> PASS 0.04616 Z Flexure(-X) 0.4841 k-ft/ft 10.486 k-ft/ft +1.20D+1.60L <br /> PASS 0.1215 X Flexure(+Z) 1.274 k-ft/ft 10.486 k-ft/ft +1.20D+1.60L <br /> PASS 0.1215 X Flexure(-Z) 1.274 k-fUft 10.486 k-ft/ft +1.20D+1.60L <br /> PASS 0.02538 1-way Shear(+X) 2.085 psi 82.158 psi +1.20D+1.60L <br /> PASS 0.0 1-way Shear(-X) 0.0 psi 0.0 psi n/a <br /> PASS 0.09069 1-way Shear(+Z) 7.451 psi 82.158 psi +1.20D+1.60L <br /> PASS 0.09069 1-way Shear(-Z) 7.451 psi 82.158 psi +1.20D+1.60L <br /> PASS n/a 2-way Punching 23.131 psi 82.158 psi +1.20D+1.60L <br />