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PROFIS Anchor 2.2.4 <br />www.hlltl.us <br />4 <br />Company <br />Page <br />Protect <br />Specifier <br />Sub-ProjectI Pos No <br />Date 077/2010 <br />Date <br />Phone Fax I <br />E-Mail <br />4. Shear load <br />Proof <br />Load V_ Ilbl <br />Capacity qV, Ilb) <br />Steel Strength' <br />141 <br />9572 <br />Sleet failure (with lever arm) <br />NIA <br />NIA <br />Pryout Strength" <br />269 <br />4274 <br />Concrete edge failure in <br />NIA <br />NIA <br />direction" <br />' anchor having the highest loading "anchor group (relevant anchors) <br />Slesl Strength <br />Equations <br />V, = ESR value <br />A V. a V_ <br />refer to IMES ESR 1917 <br />ACI 71808 Eq (D-1) <br />Variables <br />n A. v l.n 21 <br />1 0 10 106000 <br />Calculations <br />V tlbl <br />5495 <br />Results <br />V. Ilbl a 4 V.. Ilbl Vu Ilbl <br />5495 0650 0572 141 <br />,ry ". rG nunf n.u.t C.O w br.xx.M'w. w.N M uncap .vxxw.+ ftv F... body' <br />MaiS.Tm.iclzamaawnm Ac Ilnn.,WsWWTr. dwn.G. sdv.n <br />utilization It,1%I'VJOV, Status <br />4 OK <br />NIA NIA <br />7 OK <br />NIA NIA <br />