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ANCHOR ANALYSIS - SHEAR STRENGTH Configuration 2 Typical <br />Steel Strength fVsa Vsa=6,875 / Anchor -- per report 17.5.1 <br />f = 0.65 17.3.3. Condition a ii <br />fVsa = fn . Vsa = 0.65 . 4 . 6,875 = 17,875 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 = 210 sq.in. <br />AVco = 3Ca1ha = 180 sq.in. <br />Check if AVco ≥ AVc AVc/AVco = 1.167 <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 = 1.897 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 = 12,507 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 . (210/180) . 1 . 0.9 . 1 . 1.897 . 12,507 = 34,883 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 = 11,522 lbs <br />fVcpg = fKcpNcbg = 0.7 . 2 . 11,522 = 16,131 lbs <br />Steel Strength (fVsa) = 17,875 lbs <br />Embedment Strength - Concrete Breakout Strength (fVcbg) = 34,883 lbs <br />Embedment Strength - Pryout Strength (fVcpg) = 16,131 lbs <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Power Distribution Inc <br />Aztec_steve peterson <br />4011 W. CARRAIGE D <br />SANTA ANA, CA <br />36 <br />kelvira <br />6/19/2024 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20240103_2 <br />4011 W Carriage Dr <br />9/11/2024