Laserfiche WebLink
PROFIS Anchor 2.2.4 <br />wwirr Will <br />2 <br />Page <br />Company <br />Project <br />Specifier <br />aDI Pos No <br />Project <br />Address <br />Date <br />0/7/2013 <br />Phone Fax -I- <br />E Mae <br />2. Load case/Resulting anchor forces <br />Load case(governing): <br />Anchor reactions Vb) — <br />Tension force ('Tension,-Compressan) <br />Anchor <br />Tension face <br />Shear face <br />Shear force x <br />Shear force y <br />1 <br />600 <br />141 <br />78 <br />118 <br />2 <br />600 <br />141 <br />70 <br />118 <br />max concrete compressive strain (%.) 0 00 <br />max concrete compressive stress (psil 0 <br />resulting tension lace in (xlyp(O 000/0.000) (lb) 1200 <br />resulting cornpression force in (xty)=(0/0) (Ibl 0 <br />3. Tension load <br />Proof Load N. 111:1 Capacity ON, (Ibl <br />Steel Strength' 600 8029 <br />Pullout Strength' 600 1212 <br />Concrete Breakout Strength" 1200 1984 <br />• anchor having the highest loading '•anchor group (anchors in tension) <br />Slael Strength <br />Equations <br />N.. = ESR value <br />0 N.i..i N... <br />refer to ICC-ES ESR 1917 <br />AC131 B-08 Eq (0-1) <br />Variables <br />in A. n [in 'I t.. (psil <br />1 010 106000 <br />Calculations <br />N (Ibl <br />10705 <br />Results <br />N� (Ibl _S'' 0 N.. (Ibl NW (1t11 <br />10705 0 750 8029 600 <br />input d.i. N rnJrx m .l Ga tli.[1 b Iv xexriNr. w M..nb19 r xxxi Arid lv n.Yx4YYm <br />Pl1GF1SArrJxvIC12003-2 N.b AG FL9494Stan 114xi..x,%Wxd Tfp k0Ka AG. Sduin <br />LW. <br />Te <br />4 <br />Utilization 11,1%l = N./ON. Status <br />49 OK <br />60 OK <br />