711 91ST PL SE 2025-04-23 - Laserfiche WebLink

�g • • -' .-Tii ' a 4�` and then using the"Printing& l.rF ru ', v t AWB Engineering,Inc. - 3ri 206.650.6196 General Footing File= �u 1Wadeioesi v;Wa201-21TOMMY-1\Ce .ecs g ENERCALC,INC.1983-2013,Build:6.13.1.31,Ver:6.13.1.31 Lic.#:KW-06006706 Licensee:AWB ENGINEERING Description: Typical Spread Footing Deck Footing Flexure Flexure Axis&Load Combination Mu Which Tension @ As Req'd Gym.As Actual As Phi Mn Status k-ft Side? Bot or Top? in"2 in^2 in"2 k-ft Z-Z,+1.20D+1.60L+0.50S+1.60H 0.2081 -X Bottom 0.216 Min Temo% 0.40 11.894 OK Z-Z.+1.20D+1.60L+0.50S+1.60H 0.2081 +X Bottom 0.216 Min Temo% 0.40 11.894 OK Z-Z,+1.20D+1.60Lr+0.50L+1.60H 0.09813 -X Bottom 0.216 Min Temo% 0.40 11.894 OK Z-Z,+1.20D+1.60Lr+0.50L+1.60H 0,09813 +X Bottom 0.216 Min Temo% 0.40 11,894 OK Z-Z,+1.200+1.60Lr+0.50W+1.60H 0.04813 -X Bottom 0.216 Min Temp% 0.40 11.894 OK Z-Z.+1.20D+1.60Lr+0.50W+1.60H 0.04813 +X Bottom 0.216 Min Temo% 0.40 11.894 OK Z-Z,+1.20D+0.50L+1.605+1.60H 0.09813 -X Bottom 0.216 Min Temo% 0.40 11.894 OK Z-Z,+1.20D+0.50L+1.60S+1.60H 0.09813 +X Bottom 0.216 Min Temp% 0.40 11.894 OK Z-Z.+1.20D+1.60S+0.50W+1.60H 0.04813 -X Bottom 0.216 Min Temp% 0.40 11.894 OK Z-Z.+1.20D+1.60S+0.50W+1.60H 0.04813 +X Bottom 0,216 Min Temp% 0.40 11.894 OK Z-Z.+1.20D+0,50Lr+0.50L+W+1.60H 0.09813 -X Bottom 0.216 Min Temo% 0.40 11.894 OK Z-Z.+1.20D+0.50Lr+0.50L+W+1.60H 0.09813 +X Bottom 0.216 Min Temo% 0.40 11.894 OK Z-Z.+1.20D+0.50L+0.50S+W+1.60H 0.09813 -X Bottom 0.216 Min Temp% 0.40 11.894 OK Z-Z.+1.20D+0.50L+0.50S+W+1.60H 0.09813 +X Bottom 0.216 Min Temp% 0.40 11.894 OK Z-Z.+1.20D+0.50L+0.70S+E+1.60H 0.09813 -X Bottom 0.216 Min Temp% 0.40 11.894 OK Z-Z.+1.20D+0.50L+0.70S+E+1.60H 0.09813 +X Bottom 0.216 Min Temp% 0.40 11.894 OK Z-Z.+0.90D+W+0.90H 0.03609 -X Bottom 0.216 Min Temo% 0.40 11.894 OK Z-Z,+0.90D+W+0.90H 0.03609 +X Bottom 0.216 Min Temp% 0.40 11.894 OK Z-Z,+0.90D+E+0.90H 0.03609 -X Bottom 0.216 Min Temo% 0,40 11.894 OK Z-Z,+0.90D+E+0.90H 0.03609 +X Bottom 0.216 Min Temp% 0,40 11.894 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z _ _Vu:Max Phi Vn Vu I Phi*Vn Status +1.40D+1.60H 0 psi 0 psi 0 osi 0 osi 0 psi 82.158 osi 0 OK +1.20D+0.50Lr+1.60L+1.60H 0 osi 0 osi 0 osi 0 psi 0 osi 82,158 osi 0 OK +1.20D+1.60L+0.50S+1.60H 0 psi 0 psi 0 psi 0 osi 0 osi 82.158 psi 0 OK +1.20D+1.60Lr+0.50L+1.60H 0 psi 0 osi 0 osi 0 osi 0 osi 82.158 psi 0 OK +1.20D+1.60Lr+0.50W+1.60H 0 psi 0 osi 0 psi 0 osi 0 osi 82.158 psi 0 OK +1.20D+0.50L+1.60S+1.60H 0 psi 0 psi 0 osi 0 osi 0 osi 82,158 osi 0 0K +1,20D+1.60S+0.50W+1.60H 0 osi 0 osi 0 osi 0 osi 0 osi 82.158 osi 0 OK +1.20D+0.50Lr+0,50L+W+1.60H 0 psi 0 psi 0 osi 0 osi 0 osi 82.158 osi 0 OK +1.20D+0.50L+0.50S+W+1.60H 0 psi 0 Dsi 0 osi 0 osi 0 osi 82.158 osi 0 OK +1.20D+0.50L+0.70S+E+1.60H 0 osi 0 osi 0 osi 0 osi 0 osi 82.158 osi 0 OK +0.90D+W+0.90H 0 osi 0 osi 0 osi 0 osi 0 psi 82.158 osi 0 0K +0,90D+E+0.90H 0 osi 0 osi 0 osi 0 osi 0 osi 82.158 osi 0 OK Punching Shear All units k Load Combination... Vu Phi*Vn Vu I Phi*Vn Status +1.400+1.60H 1.467 osi 164.317osi 0.008926 OK +1.20D+0.50Lr+1.60L+1.60H 5.437 DSI 164.317osi 0.03309 OK +1.20D+1.60L+0.50S+1.60H 5.437 osi 164.317osi 0.03309 OK +1.20D+1.60Lr+0.50L+1.60H 2.563 osi 164.317osi 0.0156 OK +1.20D+1.60Lr+0.50W+1.60H 1.257 osi 164.317osi 0.007651 OK +1.20D+0.50L+1.60S+1.60H 2.563 osi 164.317osi 0.0156 OK +1.200+1.60S+0.50W+1.60H 1.257 osi 164.317 osi 0.007651 OK +1.20D+0.50Lr+0.50L+W+1.60H 2.563 osi 164.317osi 0.0156 OK +1.20D+0.50L+0.50S+W+1.60H 2.563 osi 164.317osi 0.0156 OK +1.20D+0.50L+0.705+E+1.60H 2.563 psi 164.317Dsi 0.0156 OK +0.90D+W+0.90H 0.9429 osi 164.317osi 0.005738 OK +0.90D+E+0.90H 0.9429 osi 164.317osi 0.005738 OK