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 2020,11:18PW General Footing D 1NKH Engineenng12020 Projects120-003 Hammer Remodel\Calculations1Hammer Framing&Foundations.ec6 y Software copyright ENERCALC,INC.1983-2019,Build 121911 30 DESCRIPTION: Footing @ B5 Post DESIGN SUMMARY i9- en 0 Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.9353 Soil Bearing 1.403 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 0.05557 Z Flexure(+X) 0.5351 k-ft/ft 9.628 k-ft/ft +1.20D+1.60L PASS 0.05557 Z Flexure(-X) 0.5351 k-ft/ft 9.628 k-ft/ft +1.20D+1.60L PASS 0.09561 X Flexure(+Z) 1.486 k-ft/ft 15.545 k-ft/ft +1.20D+1.60L PASS 0.09561 X Flexure(-Z) 1.486 k-ft/ft 15.545 k-ft/ft +1.20D+1.60L PASS 0.04548 1-way Shear(+X) 3.737 psi 82.158 psi +1.20D+1.60L PASS 0.04548 1-way Shear(-X) 3.737 psi 82.158 psi +1.20D+1.60L PASS 0.1861 1-way Shear(+Z) 15.287 psi 82.158 psi +1.20D+1.60L PASS 0.1861 1-way Shear(-Z) 15.287 psi 82.158 psi +1.20D+1.60L PASS 0.2013 2-way Punching 33.078 psi 164.317 psi +1.20D+1.60L 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 0.4392 0.4392 n/a n/a 0.293 X-X,+D+L 1.50 n/a 0.0 1.403 1.403 n/a n/a 0.935 X-X,+D+0.750L 1.50 n/a 0.0 1.162 1.162 n/a n/a 0.775 X-X,+0.60D 1.50 n/a 0.0 0.2635 0.2635 n/a n/a 0.176 Z-Z,D Only 1.50 0.0 n/a n/a n/a 0.4392 0.4392 0.293 Z-Z,+D+L 1.50 0.0 n/a n/a n/a 1.403 1.403 0.935 Z-Z,+D+0.750L 1.50 0.0 n/a n/a n/a 1.162 1.162 0.775 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.2635 0.2635 0.176 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 inA2 in^2 inA2 k-ft X-X,+1.40D 0.3281 +Z Bottom 0.2160 Min Temp% 0.5333 15.545 OK X-X,+1.40D 0.3281 -Z Bottom 0.2160 Min Temp% 0.5333 15.545 OK X-X,+1.20D+1.60L 1.486 +Z Bottom 0.2160 Min Temp% 0.5333 15.545 OK X-X,+1.20D+1.60L 1.486 -Z Bottom 0.2160 Min Temp% 0.5333 15.545 OK X-X,+1.20D+0.50L 0.6578 +Z Bottom 0.2160 Min Temp% 0.5333 15.545 OK X-X,+1.20D+0.50L 0.6578 -Z Bottom 0.2160 Min Temp% 0.5333 15.545 OK X-X,+1.20D 0.2813 +Z Bottom 0.2160 Min Temp% 0.5333 15.545 OK X-X,+1.20D 0.2813 -Z Bottom 0.2160 Min Temp% 0.5333 15.545 OK X-X,+0.90D 0.2109 +Z Bottom 0.2160 Min Temp% 0.5333 15.545 OK X-X,+0.90D 0.2109 -Z Bottom 0.2160 Min Temp% 0.5333 15.545 OK Z-Z,+1.40D 0.1181 -X Bottom 0.2160 Min Temp% 0.320 9.628 OK Z-Z,+1.40D 0.1181 +X Bottom 0.2160 Min Temp% 0.320 9.628 OK Z-Z,+1.20D+1.60L 0.5351 -X Bottom 0.2160 Min Temp% 0.320 9.628 OK Z-Z,+1.20D+1.60L 0.5351 +X Bottom 0.2160 Min Temp% 0.320 9.628 OK Z-Z,+1.20D+0.50L 0.2368 -X Bottom 0.2160 Min Temp% 0.320 9.628 OK Z-Z,+1.20D+0.50L 0.2368 +X Bottom 0.2160 Min Temp% 0.320 9.628 OK S25