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NKH Engineering Project Title: Hammer Remodel <br /> nkhengineering.com Engineer: AKR <br /> Prnicrr In: 90-0 32 <br /> Project Descr: <br /> Printed: 4 MAR 2020,11.18PN <br /> General Footing D:\NKH Engineering\2020 Projects\20-003 Hammer Remodel\Calculations\Hammer Framing&Foundations.ec6 <br /> Software copyright ENERCALC,INC.1983-2019,Build:12.19.11.30 <br /> Lie.# KW-06012717 ' ,. �. .' ,� � a ..,, <br /> MW <br /> DESCRIPTION: Footing @ 66 supports <br /> Footing Flexure <br /> Flexure Axis&Load Combination Mu Side Tension As Req'd Gym.As Actual As Phi*Mn Status <br /> k-ft Surface in"2 in^2 in^2 k-ft <br /> X-X,+1.20D+0.50L+1.60S 0.6365 +Z Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> X-X,+1.20D+0.50L+1.60S 0.6365 -Z Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> X-X,+1.20D+1.60S 0.4090 +Z Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> X-X,+1.20D+1.60S 0.4090 -Z Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> X-X,+1.20D+0.50Lr+0.50L 0.5053 +Z Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> X-X,+1.20D+0.50Lr+0.50L 0.5053 -Z Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> X-X,+1.20D+0.50L+0.50S 0.5162 +Z Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> X-X,+1.20D+0.50L+0.50S 0.5162 -Z Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> X-X,+1.20D+0.50L+0.20S 0.4834 +Z Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> X-X,+1.20D+0.50L+0.20S 0.4834 -Z Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> X-X,+0.90D 0.1755 +Z Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> X-X,+0.90D 0.1755 -Z Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.40D 0.2730 -X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.40D 0.2730 +X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+0.50Lr+1.60L 1.006 -X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+0.50Lr+1.60L 1.006 +X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+1.60L+0.50S 1.017 -X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+1.60L+0.50S 1.017 +X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+1.60Lr+0.50L 0.6015 -X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+1.60Lr+0.50L 0.6015 +X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+1.60Lr 0.3740 -X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+1.60Lr 0.3740 +X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+0.50L+1.60S 0.6365 -X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+0.50L+1.60S 0.6365 +X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+1.60S 0.4090 -X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+1.60S 0.4090 +X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+0.50Lr+0.50L 0.5053 -X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+0.50Lr+0.50L 0.5053 +X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+0.50L+0.50S 0.5162 -X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+0.50L+0.50S 0.5162 +X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+0.50L+0.20S 0.4834 -X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+1.20D+0.50L+0.20S 0.4834 +X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+0.90D 0.1755 -X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> Z-Z,+0.90D 0.1755 +X Bottom 0.2160 Min Temp% 0.30 9.053 OK <br /> One Way Shear <br /> Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status <br /> +1.40D 2.73 psi 2.73 psi 2.73 psi 2.73 psi 2.73 psi 82.16 psi 0.03 OK I <br /> +1.20D+0.50Lr+1.60L 10.06 psi 10.06 psi 10.06 psi 10.06 psi 10.06 psi 82.16 psi 0.12 OK <br /> +1.20D+1.60L+0.50S 10.17 psi 10.17 psi 10.17 psi 10.17 psi 10.17 psi 82.16 psi 0.12 OK <br /> +1.20D+1.60Lr+0.50L 6.02 psi 6.02 psi 6.02 psi 6.02 psi 6.02 psi 82.16 psi 0.07 OK <br /> +1.20D+1.60Lr 3.74 psi 3.74 psi 3.74 psi 3.74 psi 3.74 psi 82.16 psi 0.05 OK <br /> +1.20D+0.50L+1.60S 6.37 psi 6.37 psi 6.37 psi 6.37 psi 6.37 psi 82.16 psi 0.08 OK <br /> +1.20D+1.60S 4.09 Psi 4.09 psi 4.09 psi 4.09 psi 4.09 psi 82.16 psi 0.05 OK <br /> +1.20D+0.50Lr+0.50L 5.05 psi 5.05 psi 5.05 psi 5.05 psi 5.05 psi 82.16 psi 0.06 OK <br /> +1.20D+0.50L+0.50S 5.16 psi 5.16 psi 5.16 psi 5.16 psi 5.16 psi 82.16 psi 0.06 OK <br /> +1.20D+0.50L+0.20S 4.83 psi 4.83 psi 4.83 psi 4.83 psi 4.83 psi 82.16 psi 0.06 OK i <br /> +0.90D 1.76 psi 1.76 psi 1.76 psi 1.76 psi 1.76 psi 82.16 psi 0.02 OK <br /> Two-Way"Punching"Shear All units k <br /> Load Combination... Vu Phi*Vn Vu/Phi*Vn Status <br /> +1.40D 10.14 psi 164.32psi 0.06171 OK <br /> +1.20D+0.50Lr+1.60L 37.36 psi 164.32psi 0.2273 OK <br /> +1.20D+1.60L+0.50S 37.76 psi 164.32psi 0.2298 • <br /> OK <br /> +1.20D+1.60Lr+0.50L 22.34 psi 164.32psi 0.136 OK <br /> +1.20D+1.60Lr 13.89 psi 164.32psi 0.08454 OK <br /> +1.20D+0.50L+1.60S 23.64 psi 164.32psi 0.1439 OK <br /> +1.20D+1.60S 15.19 psi 164.32psi 0.09245 OK <br /> +1.20D+0.50Lr+0.50L 18.77 psi 164.32psi 0.1142 OK <br /> +1.20D+0.50L+0.50S 19.17 psi 164.32psi 0.1167 OK <br /> +1.20D+0.50L+0.20S 17.95 psi 164.32psi 0.1093 OK <br /> +0.90D 6.52 psi 164.32 psi 0.03967 OK <br /> S29 <br />