2621 GRAND AVE 2025-04-15 - Laserfiche WebLink

NKH Engineering Project Title: Hammer Remodel nkhengineering.com Engineer: AKR Project ID: 20-003 Project Descr: Printed: 4 MAR 2020,11:17Pu' �7@ flat a� FOOtI ng D\NKH Engineering\2020 Projects120 003 Hammer RemodellCalculations1Hammer Framing&Foundations.ec6 .> m Software copyright ENERCALC,INC.1983 2019,Build:12.19.11.30 e ,` 012717 � DESCRIPTION: Footing @ B2/B3 Post DESIGN SUMMARY Design OK Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.8220 Soil Bearing 1.233 ksf 1.50 ksf +D+L 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 0.04790 Z Flexure(+X) 0.6456 k-ft/ft 13.478 k-ft/ft +1.20D+1.60L+0.50S PASS 0.04790 Z Flexure(-X) 0.6456 k-ft/ft 13.478 k-ft/ft +1.20D+1.60L+0.50S PASS 0.04790 X Flexure(+Z) 0.6456 k-ft/ft 13.478 k-ft/ft +1.20D+1.60L+0.50S PASS 0.04790 X Flexure(-Z) 0.6456 k-ft/ft 13.478 k-ft/ft +1.20D+1.60L+0.50S PASS 0.07270 1-way Shear(+X) 5.973 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.07270 1-way Shear(-X) 5.973 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.07270 1-way Shear(+Z) 5.973 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.07270 1-way Shear(-Z) 5.973 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.1418 2-way Punching 23.306 psi 164.317 psi +1.20D+1.60L+0.50S 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 Only 1.50 n/a 0.0 0.4657 0.4657 n/a n/a 0.311 X-X,+D+L 1.50 n/a 0.0 1.233 1.233 n/a n/a 0.822 X-X,+D+Lr 1.50 n/a 0.0 0.5735 0.5735 n/a n/a 0.382 X-X,+D+S 1.50 n/a 0.0 0.5996 0.5996 n/a n/a 0.400 X-X,+D+0.750Lr+0.750L 1.50 n/a 0.0 1.122 1.122 n/a n/a 0.748 X-X,+D+0.750L+0.7505 1.50 n/a 0.0 1.142 1.142 n/a n/a 0.761 X-X,+0.60D 1.50 n/a 0.0 0.2794 0.2794 n/a n/a 0.186 Z-Z,D Only 1.50 0.0 n/a n/a n/a 0.4657 0.4657 0.311 Z-Z,+D+L 1.50 0.0 n/a n/a n/a 1.233 1.233 0.822 Z-Z,+D+Lr 1.50 0.0 n/a n/a n/a 0.5735 0.5735 0.382 Z-Z,+D+S 1.50 0.0 n/a n/a n/a 0.5996 0.5996 0.400 Z-Z,+D+0.750Lr+0.750L 1.50 0.0 n/a n/a n/a 1.122 1.122 0.748 Z-Z,+D+0.750L+0.750S 1.50 0.0 n/a n/a n/a 1.142 1.142 0.761 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.2794 0.2794 0.186 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 Stability Ratio Status Footing Has NO Sliding Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gym.As Actual As Phi"Mn Status k-ft Surface in^2 in^2 in^2 k-ft X-X,+1.40D 0.1750 +Z Bottom 0.2160 Min Temp% 0.4571 13.478 OK X-X,+1.40D 0.1750 -Z Bottom 0.2160 Min Temp% 0.4571 13.478 OK X-X,+1.20D+0.50Lr+1.60L 0.6406 +Z Bottom 0.2160 Min Temp% 0.4571 13.478 OK X-X,+1.20D+0.50Lr+1.60L 0.6406 -Z Bottom 0.2160 Min Temp% 0.4571 13.478 OK X-X,+1.20D+1.60L+0.50S 0.6456 +Z Bottom 0.2160 Min Temp% 0.4571 13.478 OK X-X,+1.20D+1.60L+0.50S 0.6456 -Z Bottom 0.2160 Min Temp% 0.4571 13.478 OK X-X,+1.20D+1.60Lr+0.50L 0.3629 +Z Bottom 0.2160 Min Temp% 0.4571 13.478 OK X-X,+1.20D+1.60Lr+0.50L 0.3629 -Z Bottom 0.2160 Min Temp% 0.4571 13.478 OK X-X,+1.20D+1.60Lr 0.2160 +Z Bottom 0.2160 Min Temp% 0.4571 13.478 OK X-X,+1.20D+1.60Lr 0.2160 -Z Bottom 0.2160 Min Temp% 0.4571 13.478 OK S 1 9