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NKH Engineering Project Title: Hammer Remodel <br /> nkhengineering.com Engineer: AKR <br /> Project ID: 20-003 <br /> Project Descr: <br /> Printed: 4 MAR 2020,'11.18PIV <br /> General FootingD.1NKH Engineering12020 Projects120-003 Hammer Remodel\Calculations1Hammer Framing&Foundations.ec6 <br /> Software copyright ENERCALC,INC.1983-2019,Build:12.19.11.30 <br /> !<%%A ���a & a ��.w.aa a C\ <br /> DESCRIPTION: Footing @ B5 Post <br /> Footing Flexure <br /> Mu Side Tension As R d Gym.As Actual As Phi*Mn <br /> Flexure Axis&Load CombinationStatus <br /> k-ft Surface inA2 inA2 inA2 k-ft <br /> Z-Z,+1.20D 0.1013 -X Bottom 0.2160 Min Temp% 0.320 9.628 OK <br /> Z-Z,+1.20D 0.1013 +X Bottom 0.2160 Min Temp% 0.320 9.628 OK <br /> Z-Z,+0.90D 0.07594 -X Bottom 0.2160 Min Temp% 0.320 9.628 OK <br /> Z-Z,+0.90D 0.07594 +X Bottom 0.2160 Min Temp% 0.320 9.628 OK <br /> One Way Shear <br /> Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu I Phi*Vn Status <br /> +1.40D 0.83 psi 0.83 psi 3.38 psi 3.38 psi 3.38 psi 82.16 psi 0.04 OK <br /> +1.20D+1.60L 3.74 psi 3.74 psi 15.29 psi 15.29 psi 15.29 psi 82.16 psi 0.19 OK <br /> +1.20D+0.50L 1.65 psi 1.65 psi 6.77 psi 6.77 psi 6.77 psi 82.16 psi 0.08 OK <br /> +1.20D 0.71 psi 0.71 psi 2.89 psi 2.89 psi 2.89 psi 82.16 psi 0.04 OK <br /> +0.90D 0.53 psi 0.53 psi 2.17 psi 2.17 psi 2.17 psi 82.16 psi 0.03 OK <br /> Two-Way"Punching"Shear All units k <br /> Load Combination... Vu Phi*Vn Vu/Phi*Vn Status <br /> +1.40D 7.30 psi 164.32psi 0.04444 OK <br /> +1.20D+1.60L 33.08 psi 164.32psi 0.2013 OK <br /> +1.20D+0.50L 14.64 psi 164.32psi 0.0891 OK <br /> +1.20D 6.26 psi 164.32psi 0.0381 OK <br /> +0.90D 4.70 psi 164.32psi 0.02857 OK <br /> S26 <br />