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i. <br /> i <br /> i; <br /> c <br /> GK Structural Engineering,LLC <br /> Project Title: Burgs(Resid Fire Damage Repair <br /> t 14703 1st Lane NE,Ste 205 Engineer: JG <br /> Duvall,WA 98019 Project ID: YR15-23-023 <br /> 425.318.6049 Project Descr: <br /> www.gkstru ctural.com <br /> E <br /> CoMbined Footing Project File:struct calcs(Burgett) 23-023.ec6 <br /> LfC#:KW-06013991,Bu Id:20.23.07.20 mm GK STRlrC1LfRAL ENGINEERING LLC.. (c)ENERCMC INC 1983-2023 <br /> DESCRIPTION: (N)Comb Ftg Segment <br /> C Z-Axis Footing Flexure-Maximum Values for Load Combination <br />{ Distance Tension Governed <br /> Load Combination... Mu from left Side As Req'd by Actual As Phi'Mn Mu!Plwn <br /> (ft-k) (ft) (inA2) (IO2) (it-k) <br /> +1.20D+0.50L+1.60S 0.000 5.079 0 0,000-0 0.000 0.000 0- 00 <br /> +1.20D+0.50L+1.60S 0.000 5.092 0 0.000 0 0.000 0.000 0.000 <br /> +1.20D+0.50L+1.608 0.000 5.106 0 0.000 0 0.000 0.000 0.000 <br /> +1.20D+0.50L+1.608 0.000 5.119 0 0.000 0 0.000 0.000 0.000 <br /> +1.20D+0.50L+1.60S 0.000 5.132 0 0.000 0 0.000 0.000 0.000 <br /> +1.20D+0.50L+1.60S 0.000 5.145 0 0.000 0 0,000 0.000 0.000 <br /> +1.20D+0.50L+1.60S 0.000 5.158 0 0.000 0 0.000 0.000 0,000 <br /> +1.20D+0.50L+1.60S 0.000 5.171 0 0.000 0 0.000 0.000 0.000 <br /> +1.20D+0.50L+1.60S 0.000 5,184 0 0.000 0 0.000 0.000 0.000 <br /> +1.20D+0.50L+1.60S 0.000 5,197 0 0.000 0 0.000 0.000 0.000 <br /> +1.20D+0.50L+1.60S 0.000 5.211 0 0.000 0 0.000 0.000 0.000 <br /> +1.20D+0.50L+1.60S 0.000 5.224 0 0.000 0 0.000 0.000 0.000 <br /> +1.20D+0.50L+1.60S 0.000 5.237 0 0.000 0 0.000 0.000 0.000 <br /> +1.200+0,50L+1.60S 0.000 6.250 0 0.000 0 0.000 0.000 0.000 <br /> One Way Shear Punching Shear <br /> Load Combination... Phi Vn Vu @ Col#1 Vu Lai Col#2 Phi Vn Vu @ Col#1 Vu Q Col#2 <br /> +1.40D 82.16 psi 0.60 psi 0.71 psi 164.32 psi 0.51 psi 0.96 psi <br /> +1.20D+1.60L 82.16 psi 0.63 psi 0.74 psi 164.32 psi 0.52psi 0.99 psi <br /> +1.20D+1.60L+0.50S 82.16 psi 0.81 psi 0.95 psi 164.32 psi 0.65psi 1.26psi <br /> +1.20D+0.50L 82.16 psi 0.55 psi 0.65 psi 164.32 psi 0.46psi 0.88 psi <br /> +1.20D 82.16 psi 0.52 psi 0.61 psi 164.32 psi 0A4psi 0.83 psi <br /> +1.20D+0.50L+1.60S 82.16 psi 1.13 psi 1.32 psi 164.32 psi 0.88psi 1.72 psi <br /> +1.20D+1.60S 82.16 psi 1.09 psi 1.28 psi 164.32 psi 0.85psi 1.67 psi <br /> +1.20D+0.50L+0.50S 82.16 psi 0.73 psi 0.86 psi 164.32 psi 0.59psi 1.14 psi <br /> +1.20D+0.50L+0.70S 82.16 psi 0.80 psi 0.94 psi 164.32 psi 0.65psi 1.25 psi <br /> +0.90D 82.16 psi 0.39 psi 0.45 psi 164.32 psi 0.33psi 0.62 psi <br /> i <br /> i <br /> 1 <br />