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ANCHOR ANALYSIS - TENSION STRENGTH Configuration 1 Bay 1 - 120" (Option 1) <br />Steel Strength 17.4.1 <br />f = 0.75 17.3.3.a i <br />fNsa = fnAsefuta = 0.75 . 6 . 0.099 . 114000 = 50,787 lbs 17.4.1.2 <br />Concrete Breakout Strength fNcbg 17.4.2 <br />f = 0.65 17.3.3 c ii Category 1-B <br />ANc = (Ca1.adj + S1.adj + 1.5hef) . (Ca2.adj + S2.adj + 1.5hef) = 244.063 sq.in. <br />ANco = 9hef <br />2 = 95.063 sq.in. <br />Check if ANco ≥ ANc ANc/ANco = 2.567 <br />Yec,N = 1 17.4.2.4 <br />Yed,N = 1 17.4.2.5 <br />YC,N = 1 17.4.2.6 <br />Kc = 17 <br />la = 1 <br />Nb = Kcla(fc)0.5(hef)1.5 = 9237 lbs 17.4.2.2 d <br />Ycp,N = 1 17.4.2.7 <br />fNcbg = f(ANc/ANco)(Yec,N)(Yed,N)(YC,N)(Ycp,N)(Nb)17.4.2.1 <br />0.65 . (244.063/95.063) . 1 . 1 . 1 . 1 . 9237 = 23,123 lbs <br />Pullout Strength fNpn 17.4.3 <br />f=0.65 17.3.3 c ii Category 1-B <br />Ycp = 1 17.4.3.6 <br />fNpn = fYcpNp,cr(fc/2500)0.5 = 72,327 lbs 17.4.3.1 <br />Steel Strength (fNsa) = 50,787 lbs <br />Embedment Strength - Concrete Breakout Strength (fNcbg) = 23,123 lbs <br />Embedment Strength - Pullout Strength (fNpn) = 72,327 lbs <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Behr Process Corp <br />Interlake-Mecalux_Gabr <br />1995 S Standard Av <br />Santa Ana, CA <br />20 <br />kelvira <br />4/11/2024 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20240411_15