2621 GRAND AVE 2025-04-15 - Laserfiche WebLink

NKH Engineering Project Title: Hammer Remodel nkhengineering.com Engineer: AKR Project ID: 20-003 Project Descr: '-'e Itec 4 V A?-2':20 11 General Footing D:1NKH Engineering12020 Projects120-003 Hammer Remodel\Calculations,Hammer Framing&Foundations.ec6 g Software copyright ENERCALC,INC.1983-2019,Build:12.19.11.30 DESCRIPTION: Footing @ 63 Post DESIGN SUMMARYDesign OK Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.9333 Soil Bearing 1.40 ksf 1.50 ksf +D+0.750L+0.750S 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 0.1597 Z Flexure(+X) 1.537 k-ft/ft 9.628 k-ft/ft +1.20D+1.60L+0.50S PASS 0.1597 Z Flexure(-X) 1.537 k-ft/ft 9.628 k-ft/ft +1.20D+1.60L+0.50S PASS 0.1597 X Flexure(+Z) 1.537 k-ft/ft 9.628 k-ft/ft +1.20D+1.60L+0.505 PASS 0.1597 X Flexure(-Z) 1.537 k-ft/ft 9.628 k-ft/ft +1.20D+1.60L+0.505 PASS 0.1925 1-way Shear(+X) 15.812 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.1925 1-way Shear(-X) 15.812 psi 82.158 psi +1.20D+1.60L+0.505 PASS 0.1925 1-way Shear(+Z) 15.812 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.1925 1-way Shear(-Z) 15.812 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.3599 2-way Punching 59.133 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 0.5472 0.5472 n/a n/a 0.365 X-X,+D+L 1.50 n/a 0.0 1.374 1.374 n/a n/a 0.916 X-X,+D+Lr 1.50 n/a 0.0 0.7945 0.7945 n/a n/a 0.530 X-X,+D+S 1.50 n/a 0.0 0.8564 0.8564 n/a n/a 0.571 X-X,+D+0.750Lr+0.750L 1.50 n/a 0.0 1.353 1.353 n/a n/a 0.902 X-X,+D+0.750L+0.750S 1.50 n/a 0.0 1.40 1.40 n/a n/a 0.933 X-X,+0.60D 1.50 n/a 0.0 0.3283 0.3283 n/a n/a 0.219 Z-Z,D Only 1.50 0.0 n/a n/a n/a 0.5472 0.5472 0.365 Z-Z,+D+L 1.50 0.0 n/a n/a n/a 1.374 1.374 0.916 Z-Z,+D+Lr 1.50 0.0 n/a n/a n/a 0.7945 0.7945 0.530 Z-Z,+D+S 1.50 0.0 n/a n/a n/a 0.8564 0.8564 0.571 Z-Z,+D+0.750Lr+0.750L 1.50 0.0 n/a n/a n/a 1.353 1.353 0.902 Z-Z,+D+0.750L+0.7505 1.50 0.0 n/a n/a n/a 1.40 1.40 0.933 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.3283 0.3283 0.219 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 Mu Side Tension As Req'd Gym.As Actual As Phi*Mn Flexure Axis&Load CombinationStatus k-ft Surface inA2 In^2 in/2 k-ft X-X,+1.40D 0.4463 +Z Bottom 0.2160 Min Temp% 0.320 9.628 OK X-X,+1.40D 0.4463 -Z Bottom 0.2160 Min Temp% 0.320 9.628 OK X-X,+1.20D+0.50Lr+1.60L 1.513 +Z Bottom 0.2160 Min Temp% 0.320 9.628 OK X-X,+1.20D+0.50Lr+1.60L 1.513 -Z Bottom 0.2160 Min Temp% 0.320 9.628 OK X-X,+1.20D+1.60L+0.505 1.537 +Z Bottom 0.2160 Min Temp% 0.320 9.628 OK X-X,+1.20D+1.60L+0.50S 1.537 -Z Bottom 0.2160 Min Temp% 0.320 9.628 OK X-X,+1.20D+1.60Lr+0.50L 1.015 +Z Bottom 0.2160 Min Temp% 0.320 9.628 OK X-X,+1.20D+1.60Lr+0.50L 1.015 -Z Bottom 0.2160 Min Temp% 0.320 9.628 OK X-X,+1.20D+1.60Lr 0.6917 +Z Bottom 0.2160 Min Temp% 0.320 9.628 OK X-X,+1.20D+1.60Lr 0.6917 -Z Bottom 0.2160 Min Temp% 0.320 9.628 OK S22