711 91ST PL SE 2025-04-23 - Laserfiche WebLink

tir 0 • 01-- 4 4''' :ni41 0:‘tATAr• and then using the"Printing& - f,t - `* AWB Engineering,Inc. ,' ' .41 `; ' ' ; 206.650,6196 Pie=cAuserslwadeAoeskiopwwe201 2tiroMMr-ncala>ala.ecs General Footing ENERCALC,INC.1983-2013,Build 613.1.31,Ver6.13.1.31 Lic.#:KW-06006706 Licensee:AWB ENGINEERING Description: Typical Spread Footing Deck DESIGN SUMMARY • _ Design OK Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.7473 Soil Bearing 1,121 ksf 1.50 ksf +D+L+H about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.01750 Z Flexure(+X) 0.2081 k-ft 11.894 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.01750 Z Flexure(-X) 0.2081 k-ft 11.894 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.01750 X Flexure(+Z) 0.2081 k-ft 11.894 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.01750 X Flexure(-Z) 0.2081 k-ft 11.894 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS n/a 1-way Shear(+X) 0.0 psi 82.158 psi n/a PASS 0.0 1-way Shear(-X) 0.0 psi 0.0 psi n/a PASS n/a 1-way Shear(+Z) 0.0 psi 82.158 psi n/a PASS n/a 1-way Shear(-Z) 0.0 psi 82.158 psi n/a PASS n/a 2-way Punching 5.437 psi 82.158 psi +1.20D+0.50Lr+1,60L+1.60H Detailed Results Soil Bearing Rotation Axis& Actual Soil Bearing Stress Actual I Allowable Load Combination... Gross Allowable Xecc Zecc _ +Z +Z -X -X Ratio _ Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability _ All units k Force Application Axis Load Combination... Sliding Force Resisting Force _Sliding SafetyRatio Status Footing Has NO Sliding Footing Flexure Flexure Axis&Load Combination Mu Which Tension @ As Req'd Gym.As Actual As Phi Mn Status k-ft Side 4 Bot or Top 7 in"2 in"2 in"2 k-ft X-X.+1.40D+1.60H 0.05615 +Z Bottom 0.216 Min Temo% 0.40 11.894 OK X-X.+1.40D+1.60H 0.05615 -Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X.+1.20D+0.50Lr+1.60L+1.60H 0.2081 +Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X.+1.20D+0.50Lr+1.60L+1.60H 0.2081 -Z Bottom 0.216 Min Temo% 0.40 11.894 OK X-X.+1.20D+1.60L+0.50S+1.60H 0.2081 +Z Bottom 0.216 Min Temp% 0 40 11.894 OK X-X.+1.20D+1.60L+0.50S+1.60H 0.2081 -Z Bottom 0.216 Min Temo% 0.40 11.894 OK X-X,+1.20D+1.60Lr+0.50L+1.60H 0,09813 +Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X.+1.20D+1.60Lr+0.50L+1.60H 0.09813 -Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X,+1.20D+1.60Lr+0.50W+1.60H 0.04813 +Z Bottom 0.216 Min Temp% 0.40 11,894 OK X-X.+1.20D+1.60Lr+0.50W+1.60H 0.04813 -Z Bottom 0.216 Min Temo% 0.40 11.894 OK X-X,+1.20D+0.50L+1.60S+1.60H 0.09813 +Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X.+1.20D+0.50L+1.60S+1.60H 0.09813 -Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X,+1.20D+1.60S+0.50W+1.60H 0.04813 +Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X.+1.20D+1.60S+0,50W+1.60H 0.04813 -Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X,+1.20D+0.50Lr+0.50L+W+1.60H 0.09813 +Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X,+1.20D+0.50Lr+0.50L+W+1.60H 0.09813 -Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X.+1.20D+0.50L+0.50S+W+1.60H 0.09813 +Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X,+1.20D+0.50L+0.50S+W+1.60H 0.09813 -Z Bottom 0.216 Min Temp% 0.40 11.894 0K X-X.+1.20D+0,50L+0.705+E+1.60H 0.09813 +Z Bottom 0.216 Min Temo% 0.40 11.894 OK X-X.+1.20D+0.50L+0.70S+E+1.60H 0.09813 -Z Bottom 0.216 Min Temo% 0.40 11.894 OK X-X,+0.90D+W+0.90H 0.03609 +Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X,+0.90D+W+0,90H 0.03609 -Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X.+0.90D+E+0.90H 0.03609 +Z Bottom 0.216 Min Temp% 0.40 11.894 OK X-X,+0.90D+E+0.90H 0.03609 -Z Bottom 0.216 Min Temp% 0.40 11.894 OK Z-Z.+1.40D+1.60H 0.05615 -X Bottom 0.216 Min Temo% 0.40 11.894 OK