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ANCHOR ANALYSIS - SHEAR STRENGTH Configuration 1 1 <br />Steel Strength fVsa Vsa=5,220 / Anchor -- per report 17.5.1 <br />f = 0.65 17.3.3. Condition a ii <br />fVsa = fn . Vsa = 0.65 . 4 . 5,220 = 13,572 lbs 17.5.1.2a <br />Concrete Breakout Strength fVcbg 17.5.2 <br />f = 0.7 17.3.3 ci-B <br />AVc = (1.5Ca1 + S1.adj + 1.5Ca1)ha = 253.5 sq.in. <br />AVco = 3Ca1ha = 216 sq.in. <br />Check if AVco ≥ AVc AVc/AVco = 1.174 <br />Yec,V = 1 17.5.2.5 <br />Yed,V = 0.9 17.5.2.6 <br />YC,V = 1 17.5.2.7 <br />Yh,V = 1.732 17.5.2.8 <br />da = 0.5 in.17.5.2.2 <br />Le = 1 in.17.2.6 d <br />la = 1 <br />The smaller of 7(Le / da)0.2(da)0.5la(fc)0.5ca11.5 and 9la(fc)0.5ca11.5 = 12,946 lbs 17.5.2.2 a, 17.5.2.2 b <br />fVcbg = f(AVc/AVco)(Yec,V)(Yed,V)(YC,V)(Yh,V)(Vb)17.5.2.1 <br />0.7 . (253.5/216) . 1 . 0.9 . 1 . 1.732 . 12,946 = 33,157 lbs <br />Pryout Strength fVcpg 17.5.3 <br />f= 0.7 17.3.3 Ci-B <br />Kcp = 2 17.5.3.1 <br />Ncbg = 14,692 lbs <br />fVcpg = fKcpNcbg = 0.7 . 2 . 14,692 = 20,569 lbs <br />Steel Strength (fVsa) = 13,572 lbs <br />Embedment Strength - Concrete Breakout Strength (fVcbg) = 33,157 lbs <br />Embedment Strength - Pryout Strength (fVcpg) = 20,569 lbs <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Pace Supply <br />The Beacon Group_Kevin <br />3421 W. Segerstro <br />Santa Ana, CA <br />23 <br />tchang <br />6/20/2023 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20230619_19 <br />3421 W Segerstrom Ave - <br />10111647610/31/2023