7514 EVERGREEN WAY 2020-08-27 - Laserfiche WebLink

General Footing s Everett-Evergreen Way\CalcslGravity118-394 Wendys Everett-Evergreen Way-Gravity Calcs 2018-09-11.ec6 Lic.#: KW-06006102 Licensee:DIBBLE ENGINEERS INC. Description: Ftg.Under Blade Wall DESIGN SUMMARY Design OK Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.9647 Soil Bearing 1.447 ksf 1.50 ksf +0.60D+0.60W+0.60H about X-X axis PASS 1.150 Overturning-X-X 0.8211 k-ft 0.9443 k-ft +0.60D+0.60W+0.60H 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 2.889 Sliding-Z-Z 0.3519 k 1.017 k +0.60D+0.60W+0.60H PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.001115 Z Flexure(+X) 0.01311 k-ft/ft 11.753 k-ft/ft +1.40D+1.60H PASS 0.001115 Z Flexure(-X) 0.01311 k-ft/ft 11.753 k-ft/ft +1.40D+1.60H PASS 0.03534 X Flexure(+Z) 0.2626 k-ft/ft 7.433 k-ft/ft +0.90D+W+0.90H PASS 0.008815 X Flexure(-Z) 0.06552 k-ft/ft 7.433 k-ft/ft +1.20D+0.50Lr+0.50L+W+1.60H PASS 0.000346 1-way Shear(+X) 0.02597 psi 75.0 psi +1.40D+1.60H PASS 0.000346 1-way Shear(-X) 0.02597 psi 75.0 psi +1.40D+1.60H PASS 0.06472 1-way Shear(+Z) 4.854 psi 75.0 psi +0.90D+W+0,90H PASS 0.005917 1-way Shear(-Z) 0.4438 psi 75.0 psi +1.20D+0.50Lr+0.50L+W+1.60H PASS 0.01112 2-way Punching 1.252 psi 112.50 psi +0.90D+W+0.90H Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress 0 Location Actual/Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,+D+H 1.50 n/a 0.0 0.2421 0.2421 n/a n/a 0.161 X-X,+D+L+H 1.50 n/a 0.0 0.2421 0.2421 n/a n/a 0.161 X-X,+D+Lr+H 1.50 n/a 0.0 0.2421 0.2421 n/a n/a 0.161 X-X,+D+S+H 1.50 n/a 0.0 0.2421 0.2421 n/a n/a 0.161 X-X,+D+0.750Lr+0.750L+H 1.50 n/a 0.0 0.2421 0.2421 n/a n/a 0.161 X-X,+D+0.750L+0.750S+H 1.50 n/a 0.0 0.2421 0.2421 n/a n/a 0.161 X-X,+D+0.60W+H 1.50 n/a 6.261 0.0 0.6703 n/a n/a 0.447 X-X,+D+0.70E+H 1.50 n/a 0.0 0.2421 0.2421 n/a n/a 0.161 X-X,+D+0.750Lr+0.750L+0.450W+H 1.50 n/a 4.696 0.0 0.5274 n/a n/a 0.352 X-X,+D+0.750L+0.750S+0.450W+H 1.50 n/a 4.696 0.0 0.5274 n/a n/a 0.352 X-X,+D+0.750L+0.750S+0.5250E+H 1.50 n/a 0.0 0.2421 0.2421 n/a n/a 0.161 X-X,+0.60D+0.60W+0.60H 1.50 n/a 10.435 0.0 1.447 n/a n/a 0.965 X-X,+0.60D+0.70E+0.60H 1.50 n/a 0.0 0.1453 0.1453 n/a n/a 0.097 Z-Z,+D+H 1.50 0.0 n/a n/a n/a 0.2421 0.2421 0.161 Z-Z,+D+L+H 1.50 0.0 n/a n/a n/a 0.2421 0.2421 0.161 Z-Z,+D+Lr+H 1.50 0.0 n/a n/a n/a 0.2421 0.2421 0.161 Z-Z,+D+S+H 1.50 0.0 n/a n/a n/a 0.2421 0.2421 0.161 Z-Z,+D+0.750Lr+0.750L+H 1.50 0.0 n/a n/a n/a 0.2421 0.2421 0.161 Z-Z,+D+0.750L+0.750S+H 1.50 0.0 n/a n/a n/a 0.2421 0.2421 0.161 Z-Z,+D+0.60W+H 1.50 0.0 n/a n/a n/a 0.2421 0.2421 0.161 Z-Z,+D+0.70E+H 1.50 0.0 n/a n/a n/a 0.2421 0.2421 0.161 Z-Z,+D+0.750Lr+0.750L+0.450W+H 1.50 0.0 n/a n/a n/a 0.2421 0.2421 0.161 Z-Z,+D+0.750L+0.750S+0.450W+H 1.50 0.0 n/a n/a n/a 0.2421 0.2421 0.161 Z-Z,+D+0.750L+0.750S+0.5250E+H 1.50 0.0 n/a n/a n/a 0.2421 0.2421 0.161 Z-Z,+0.60D+0.60W+0.60H 1.50 0.0 n/a n/a n/a 0.1453 0.1453 0.097 Z-Z,+0.60D+0.70E+0.60H 1.50 0.0 n/a n/a n/a 0.1453 0.1453 0.097 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X-X,+D+H None 0.0 k-ft nfinity OK X-X,+D+L+H None 0.0 k-ft nfinity OK X-X,+D+Lr+H None 0.0 k-ft nfinity OK X-X,+D+S+H None 0.0 k-ft nfinity OK X-X,+D+0.750Lr+0.750L+H None 0.0 k-ft nfinity OK X-X,+D+0.750L+0.750S+H None 0.0 k-ft nfinity OK X-X,+D+0.60W+H 0.8211 k-ft 1.574 k-ft 1.917 OK X-X,+D+0.70E+H None 0.0 k-ft nfinity OK X-X,+D+0.750Lr+0.750L+0.450W+H 0.6158 k-ft 1.574 k-ft 2.556 OK X-X,+D+0.750L+0.750S+0.450W+H 0.6158 k-ft 1.574 k-ft 2.556 OK