4020 HOYT AVE 2025-10-06 - Laserfiche WebLink

Title Block Line 1 ' Project Title: 'You can change this area Engineer: using the"Se#ftings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. Title Block Line 6 Pnnted 17 NOV 2021 3 59PM gr�uq 1 DESCRIPTION: ftg DESIGN SUMMARY Design O Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.09667 Soil Bearing 0.1450 ksf 1.50 ksf +D+0.750L+0.750S+0.5250E+H about Z-. 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 kit 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 n1a Uplift 0.0 k 0.0 k No Uplift PASS 0.0 Z Flexure(+X) 0.0 k-ftf t 15.494 k-ft/ft +1.20D-450Lr+1.60L+1.60H PASS 0.0 Z Flexure(-X) 0.0 k-ftlft 15.494 k-ft/ff +1.20D+0.50Lr+1.60L+1.60H PASS 0.0 X Flexure(+Z) 0.0 k-ft/ft 15.494 k-ft/ft +1.20D+0,50Lr+1.60L+1.60H PASS 0.0 X Flexure(-Z) 0.0 k-ft/ft 15.494 k-fUft +1.20D+0.50Lr+1.60L+1,60H PASS n/a 1-way Shear(+X) 0.0 psi 82,158 psi n1a 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 0.0 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual I 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 0.1450 0.1460 n/a n/a 0.097 X X,+D+L+H 1.50 n/a 0.0 0.1450 0.1450 n/a n/a 0.097 X-X.+O+Lr+H 1.50 n/a 0.0 0.1450 0.1450 n/a n/a 0,097 X-X,+D+S+H 1.50 n/a 0.0 0.1450 0.1450 n/a n/a 0.097 X-X,+D+0.750U+0.750L+H 1.50 n/a 0.0 0.1450 0.1450 n/a n/a 0,097 XX,+D+0.750L+0.750S+H 1.50 n/a 0.0 0.1450 0.1450 n/a n1a 0,097 X-X.+D+0.60W+H 1.50 n1a 0,0 0.1450 0.1450 n/a Na 0.097 X-X,+D+0.70E+H 1.50 n1a 0.0 0.1450 0.1450 n/a n/a 0.097 X-X.+D+0.750Lr+0.750L+0.450W+H 1.50 n/a 0.0 0.1450 0.1450 n/a n/a 0.097 X-X.+D+0.750L+0.750S+0.450W+H 1.50 n/a 0.0 0.1450 0.1450 n/a n/a 0.097 X-X.+D+0.750L+0.750S+0.5250E+H 1.50 n1a 0.0 0.1450 0.1450 n/a n/a 0,097 X-X,+0.60D+0.60W+0.60H 1.50 n/a 0.0 0.0870 0.0870 n/a Na 0.058 X-X,+0.60D+0.70E+0.60H 1.50 n1a 0.0 0.0870 0,0870 n/a n/a 0.058 Z-Z,+D+H 1.50 0.0 n1a n/a n/a 0.1450 0.1450 0.097 Z-Z,+D+L+H 1.50 0.0 n1a n/a n/a 0.1450 0.1450 0.097 Z-Z,+D+Lr+H 1.50 0.0 n/a n/a n/a 0.1450 0.1450 0,097 Z-Z,+D+S+H 1.50 0.0 n/a n1a n/a 0.1450 0,1450 0.097 Z-Z,+D+0.750Lr+0.750L+H 1.50 0.0 n/a n/a n/a 0.1450 0.1450 0.097 Z-Z,+0+0.750L+0.750S+H 1.50 0.0 Na n/a n/a 0.1450 0.1450 0.097 Z-Z,+D+0.60W+H 1.50 0.0 n1a n/a n1a 0,1450 0.1450 0,097 Z-Z+D+0.70E+H 1.50 0.0 n1a n1a n/a 0.1450 0.1450 0,097 Z Z.+D+0.750Lr+0.750L+0.450W+H 1.50 0.0 n/a n1a n/a 0,1450 0.1450 0,097 Z Z,+D+0.750L+0.750S+0.450W+H 1.50 0.0 n/a n/a n/a 0.1450 0,1450 0.097 Z-Z.+D+0.750L+0.750S+0.5250E+H 1.50 0.0 n1a n/a n/a 0.1450 0.1450 0.097 Z-Z.+0.60D+0.60W+0.60H 1.50 0.0 n1a n1a n/a 0.0870 0.0870 0.058 Z-Z,+0.60D+0.70E+0.60H 1,50 0.0 n1a n1a n/a 0.0870 0.0870 0,058 Overturning Stabil€ty 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 Stability Ratio Status Footing Has NO Sliding