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Ilarl <br /> 118141111111. I <br /> www.hilti:us Profis Anchor 2.7.9 <br /> Company: Page: 4 <br /> Specifier: Project: <br /> Address: Sub-Project I Pos.No.: <br /> Phone I Fax: I Date: 10/2612018 <br /> E-Mail: <br /> 3.3 Concrete Breakout Strength <br /> Nth ,iii-(AVANcac)w ed,N IP e.N Iii cp,N Nb ACI 318-14 Eq.(17.4.2.1a) <br /> Nth Z Nua ACI 318-14 Table 17.3.1,1 <br /> AN, see ACI 318-14,Section 17.4.2.1,Fig.R 17.4.2.1(b) <br /> Awe =911,t ACI 318-14 Eq.(17.4.2.1c) <br /> 1 <br /> W ecN = 1+2 eN 51,0 ACI 318-14 Eq.(17.4.2.4) <br /> 3 nor <br /> 1 1p ed,N=0.7+0.3\1-1h°t!51.0 ACI 318-14 Eq.(17.4.2.5b) <br /> e <br /> W cp N=MAX(Ca.min 1'Shof)5 1.0 ACI 318-14 Eq.(17.4.2.7b) <br /> bac cac <br /> Nb =ka 1.a h'ei6 ACE 318-14 Eq.(17,4.2.2a) <br /> Variables <br /> lief tin.] eat.N[in.] eau[in.l ca.min tin.] yr eN <br /> 1*.A 0.000 0.000 4,000 1.000 <br /> Vi <br /> t ,+ <br /> ca tin.) KG X. fc[psi) <br /> 28.666 17 1.000 3,000 <br /> Calculations <br /> Am jin.j Amp[in 2j W ect,N 4t ed;N W ed;N f W cp.N Nb[ibj <br /> 30 e'26 ,1 1.000 1.000 04' 1.000 4150"'- [ j o g <br /> Results k2.414/ <br /> Nsb lib] 4,cooeroto <0 seismic 40 nondueelo 4) Nth[ib] N.[ib] <br /> •, 0.650 0.750 1.000 3f2y 5.807 <br /> - ) <br /> 5 <br /> Input data and results must be checked for agreement with the existing conditions and for plausibility! " <br /> PROMS Anchor(c)2003.2009 Httu AG,FL-949d Schaan Kill Is a registered Trademark of Hilt]AG;Schoen <br /> 2 <br />