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 2020,11:18PM General Footing D:1NKH Engineering\2020 Projects\20-003 Hammer Remodel\Calculations\Hammer Framing&Foundations.ec6 g Software copyright ENERCALC,INC.1983-2019,Build:12.19.11 30 4 DESCRIPTION: Footing @ B6 supports DESIGN SUMMARY ' . Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.9593 Soil Bearing 1.439 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 0.1123 Z Flexure(+X) 1.017 k-ft/ft 9.053 k-ft/ft +1.20D+1.60L+0.50S PASS 0.1123 Z Flexure(-X) 1.017 k-ft/ft 9.053 k-ft/ft +1.20D+1.60L+0.505 PASS 0.1123 X Flexure(+Z) 1.017 k-ft/ft 9.053 k-ft/ft +1.20D+1.60L+0.505 PASS 0.1123 X Flexure(-Z) 1.017 k-ft/ft 9.053 k-ft/ft +1.20D+1.60L+0.50S PASS 0.1237 1-way Shear(+X) 10.167 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.1237 1-way Shear(-X) 10.167 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.1237 1-way Shear(+Z) 10.167 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.1237 1-way Shear(-Z) 10.167 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.2298 2-way Punching 37.763 psi 164.317 psi +1.20D+1.60L+0.505 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 0.5292 0.5292 n/a n/a 0.353 X-X,+D+L 1.50 n/a 0.0 1.439 1.439 n/a n/a 0.959 X-X,+D+Lr 1.50 n/a 0.0 0.7042 0.7042 n/a n/a 0.470 X-X,+D+S 1.50 n/a 0.0 0.7479 0.7479 n/a n/a 0.499 X-X,+D+0.750Lr+0.750L 1.50 n/a 0.0 1.343 1.343 n/a n/a 0.895 X-X,+D+0.750L+0.750S 1.50 n/a 0.0 1.376 1.376 n/a n/a 0.917 X-X,+0.60D 1.50 n/a 0.0 0.3175 0.3175 n/a n/a 0.212 Z-Z,D Only 1.50 0.0 n/a n/a n/a 0.5292 0.5292 0.353 Z-Z,+D+L 1.50 0.0 n/a n/a n/a 1.439 1.439 0.959 Z-Z,+D+Lr 1.50 0.0 n/a n/a n/a 0.7042 0.7042 0.470 Z-Z,+D+S 1.50 0.0 n/a n/a n/a 0.7479 0.7479 0.499 Z-Z,+D+0.750Lr+0.750L 1.50 0.0 n/a n/a n/a 1.343 1.343 0.895 Z-Z,+D+0.750L+0.750S 1.50 0.0 n/a n/a n/a 1.376 1.376 0.917 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.3175 0.3175 0.212 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 In02 in^2 k-ft X-X,+1.40D 0.2730 +Z Bottom 0.2160 Min Temp% 0.30 9.053 OK X-X,+1.40D 0.2730 -Z Bottom 0.2160 Min Temp% 0.30 9.053 OK X-X,+1.20D+0.50Lr+1.60L 1.006 +Z Bottom 0.2160 Min Temp% 0.30 9.053 OK X-X,+1.20D+0.50Lr+1.60L 1.006 -Z Bottom 0.2160 Min Temp% 0.30 9.053 OK X-X,+1.20D+1.60L+0.50S 1.017 +Z Bottom 0.2160 Min Temp% 0.30 9.053 OK X-X,+1.20D+1.60L+0.50S 1.017 -Z Bottom 0.2160 Min Temp% 0.30 9.053 OK X-X,+1.20D+1.60Lr+0.50L 0.6015 +Z Bottom 0.2160 Min Temp% 0.30 9.053 OK X-X,+1.20D+1.60Lr+0.50L 0.6015 -Z Bottom 0.2160 Min Temp% 0.30 9.053 OK X-X,+1.20D+1.60Lr 0.3740 +Z Bottom 0.2160 Min Temp% 0.30 9.053 OK X-X,+1.20D+1.60Lr 0.3740 -Z Bottom 0.2160 Min Temp% 0.30 9.053 OK S28