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PROFIS An -- -r Y.i.4 <br />wane.hlSi.us <br />Pegec. 3 <br />Company: <br />ect <br />SpeoAer. <br />Sub-P gect I Pos NO: <br />Address <br />Date YM2013 <br />phone) Fax. •I- <br />E-Mail <br />Pullout Strength <br />Equations � <br />Nett =Nornoq <br />/NmtaN- <br />Variables <br />lt>�I Nn2scs Ilbl <br />gp00 4915 <br />Calcu <br />1,265 <br />refer to ICC-ES ESR 1917 <br />ACI 318-08 Eq (D-1) <br />Results q N r llbl N. Pb) <br />N r Pbl 1 M.... 0""'°""" <br />6217 0650 0750 OA00 t212 800 <br />Concrete Breakout Strength <br />Equations <br />NNe - (A-) <br />.W-N W. N W<N WNN Nb <br />1 Nmo 2 N. <br />ANe see ACI 318-08, Part D 5 2.1, FK <br />A" =9hw <br />1 ` <br />WwN _�112eN51.0 <br />WeN =07+03(TRF.)51.0 <br />o.= 1 5h,�\\ s 1.0 <br />YMN = M"( CK 4 1 <br />N, = k,, ). ff hats <br />Variables <br />Owl <br />4000 <br />Calculations <br />ACI 318-08 Eq (D-5) <br />ACI 318.08 Eq (D-1) <br />RD.5 2A(b) <br />ACI 318-08 Eq (D-6) <br />AC1318-08 Eq (D-9) <br />ACI 318-08 Eq (D-11) <br />ACI 318-08 Eq (D-13) <br />ACI 318.08 Eq (D-7) <br />Results <br />NNo Ilb) 1 #r, Mmea. 1 N,m Ilb) _ N. Ilbl <br />10178 0.650 Ulm 0 400 1984 1200 <br />bW orx.�a nWa m.t a mr�.a b gwmw� wm M auYq rai0wn W a rrw.aMY' <br />MOFISM (,;)20a MON AO, FI.Ww Sw NA.rr",W T�OIKMAU 6Nxn <br />