Laserfiche WebLink
Fro HAREZLAK <br />ENGINEERING <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Wall Footing <br />Project File: Moon RES.ec6 <br />LIC# : KW-06017599, Build:20.22.3.16 <br />HAREZLAK ENGINEERING <br />(c) ENERCALC INC 1983-2022 <br />DESCRIPTION: F2 <br />DESIGN SUMMARY <br />- • • <br />Factor of Safety <br />Item <br />Applied <br />Capacity <br />Governing Load Combination <br />PASS n/a <br />Overturning - Z-Z <br />0.0 k-ft <br />0.0 k-ft <br />No Overturning <br />PASS n/a <br />Sliding - X-X <br />0.0 k <br />0.0 k <br />No Sliding <br />PASS n/a <br />Uplift <br />0.0 k <br />0.0 k <br />No Uplift <br />Utilization Ratio <br />Item <br />Applied <br />Capacity <br />Governing Load Combination <br />PASS 0.5056 <br />Soil Bearing <br />0.7583 ksf <br />1.50 ksf <br />+D+L <br />PASS 0.01413 <br />Z Flexure (+X) <br />0.09354 k-ft <br />6.621 k-ft <br />+1.20D+1.60L <br />PASS 0.003991 <br />Z Flexure (-X) <br />0.02642 k-ft <br />6.621 k-ft <br />+0.90D <br />PASS n/a <br />1-way Shear (+X) <br />0.0 psi <br />75.0 psi <br />n/a <br />PASS 0.0 <br />1-way Shear (-X) <br />0.0 psi <br />0.0 psi <br />n/a <br />Detailed Results <br />Soil Bearing <br />Rotation Axis & <br />Actual Soil Bearing Stress Actual / Allowable <br />Load Combination... <br />Gross Allowable <br />Xecc -X <br />+X Ratio <br />D Only <br />1.50 ksf <br />0.0 in 0.3383 ksf <br />0.3383 ksf 0.226 <br />+D+L <br />1.50 ksf <br />0.0 in 0.7583 ksf <br />0.7583 ksf 0.506 <br />+D+0.750L <br />1.50 ksf <br />0.0 in 0.6533 ksf <br />0.6533 ksf 0.436 <br />+0.60D <br />1.50 ksf <br />0.0 in 0.2030 ksf <br />0.2030 ksf 0.135 <br />Overturning Stability <br />Units : k-ft <br />Rotation Axis & <br />Load Combination... <br />Overturning Moment <br />Resisting Moment <br />Stability Ratio Status <br />Footing Has NO Overturning <br />Sliding Stability <br />Force Application Axis <br />Load Combination... <br />Sliding Force <br />Resisting Force <br />Sliding SafetyRatio Status <br />Footing Has NO Sliding <br />Footing Flexure <br />Flexure Axis & Load Combination Mu Which Tension @ Bot. As Req'd Gvrn. As <br />Actual As Phi*Mn <br />k-ft Side ? or Top ? <br />inA2 inA2 <br />inA2 k-ft Status <br />, +1.40D <br />0.0411 <br />-X Bottom <br />0.216 Min Temp % <br />0.2182 6.621 OK <br />, +1.40D <br />0.0411 <br />+X Bottom <br />0.216 Min Temp % <br />0.2182 6.621 OK <br />+1.20D+1.60L <br />0.09354 <br />-X Bottom <br />0.216 Min Temp % <br />0.2182 6.621 OK <br />, +1.20D+1.60L <br />0.09354 <br />+X Bottom <br />0.216 Min Temp % <br />0.2182 6.621 OK <br />, +1.20D+L <br />0.07167 <br />-X Bottom <br />0.216 Min Temp % <br />0.2182 6.621 OK <br />, +1.20D+L <br />0.07167 <br />+X Bottom <br />0.216 Min Temp % <br />0.2182 6.621 OK <br />, +1.20D <br />0.03523 <br />-X Bottom <br />0.216 Min Temp % <br />0.2182 6.621 OK <br />, +1.20D <br />0.03523 <br />+X Bottom <br />0.216 Min Temp % <br />0.2182 6.621 OK <br />+0.90D <br />0.02642 <br />-X Bottom <br />0.216 Min Temp % <br />0.2182 6.621 OK <br />+0.90D <br />0.02642 <br />+X Bottom <br />0.216 Min Temp % <br />0.2182 6.621 OK <br />One Way Shear <br />Units : k <br />Load Combination... <br />Vu @ -X Vu @ +X Vu:Max <br />Phi Vn <br />Vu / Phi*Vn Status <br />+1.40D <br />0 psi <br />0 psi <br />0 psi 75 psi <br />0 OK <br />+1.20D+1.60L <br />0 psi <br />0 psi <br />0 psi 75 psi <br />0 OK <br />+1.20D+L <br />0 psi <br />0 psi <br />0 psi 75 psi <br />0 OK <br />+1.20D <br />0 psi <br />0 psi <br />0 psi 75 psi <br />0 OK <br />+0.90D <br />0 psi <br />0 psi <br />0 psi 75 psi <br />0 OK <br />Page 31 of 52 <br />