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C A I T L I N ROSE Project Title: K1 EDITION Engineer: CI ENGINEERING, LLC Project ID: 22-29 Caitlin R. Wilhelm, PE Project Descr: Printed 24 ACC , ' 6PN,, File:Ftgs.ec6 General Footing Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 Lic.#:KW-06012717 "� use Enginee' g,LLC DESCRIPTION: Typ Ext Ftg Footing Flexure Mu Side Tension As Req'd Gym.As Actual As Phi Mn Flexure Axis&Load CombinationStatus k-ft Surface in^2 i02 in^2 k-ft X-X,+1.20D+0.20S 0.03163 +Z Bottom 0.2592 Min Temp% 0.40 15.353 OK X-X,+1.20D+0.20S 0,03163 -Z Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z,+1.40D 0.02888 -X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z,+1.40D 0.02888 +X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z,+1.20D+0.50Lr 0.03850 -X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z,+1.20D+0.50Lr 0.03850 +X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z,+1,20D+0,50S 0.04194 -X Bottom 0,2592 Min Temp% 0.40 15.353 OK Z-Z,+1.20D+0.50S 0.04194 +X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z,+1.20D+1.60Lr 0.06875 -X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z,+1.20D+1.60Lr 0.06875 +X Bottom 0,2592 Min Temp% 0.40 15.353 OK Z-Z,+1.20D+1.60S 0.07975 -X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z,+1.20D+1.60S 0.07975 +X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z,+0.90D 0.01856 -X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z,+0.90D 0.01856 +X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z,+1.20D+0.20S 0.03163 -X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z,+1.20D+0.20S 0.03163 +X Bottom 0.2592 Min Temp% 0.40 15.353 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu 1 Phi*Vn Status +1.40D 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+0.50Lr 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+0.50S 0.00 psi 0.00 psi 0.00 pSi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+1.60Lr 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+1.60S 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +0.90D 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+0.20S 0.00 psi 0.00 psi 0,00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu 1 Phi*Vn Status +1.40D 0.30 psi 150.00psi 0.002008 OK +1.20D+0.50Lr 0.40 psi 150.00psi 0,002677 OK +1.20D+0.50S 0.44 psi 150.00psi 0.002916 OK +1.20D+1.60Lr 0.72 psi 150.00psi 0.00478 OK +1.20D+1.60S 0.83 psi 150.00psi 0.005545 OK +0.90D 0.19 psi 150,00psi 0.001291 OK +1.20D+0.205 0.33 psi 150.00psi 0,002199 OK