Laserfiche WebLink
www.hllti.us Profis Anchor 2.7.2 <br /> Company: BRPH Page: 3 <br /> Specifier. Project: STORAGE RACKS <br /> Address: Sub-Project I Pos.No.: <br /> Phone I Fax: Date: 4/19/2017 <br /> E-Mail: <br /> 3.3 Concrete Breakout Strength <br /> Nc,, =\Arun/W ec,N W ed,N W c,N W W.N Nb ACI 318-14 Eq.(17.4.2.1b) <br /> 0 Ncbg z N. ACI 318-14 Table 17.3.1.1 <br /> ANc see ACI 318-14,Section 17.4.2.1,Fig.R 17.4.2.1(b) <br /> ANcg =9h ef ACI 318-14 Eq.(17.4.2.1c) <br /> 1 <br /> 1+2 eN s 1.0 ACI 318-14 Eq.(17.4.2.4) <br /> 3 hf <br /> W ed,N =01+031 >51.0 ACI 318-14 Eq.(17.4.2.5b) <br /> W cp,N =MAX(, 1' t)51.0 ACI 318-14 Eq.(17.4.2.7b) <br /> No =kc X a ttas ACI 318-14 Eq.(17.4.2.2a) <br /> Variables <br /> he,[in.] ap1.N[in.] a.,.[in.] C�.mtn[in.] W c,N <br /> 3.250 0.000 0.000 m 1.000 <br /> c..[in.] kc as f[psi] <br /> 7.500 17 1.000 4000 <br /> Calculations <br /> AN.(In.1 ANco[in.'] W ec1,14 W ec2 N W ed,N W cp.N Nb[Ib] <br /> 217.56 95.06 1.000 1.000 1.000 1.000 6299 <br /> Results <br /> Nag[lb] 0..rete sawnic 0 nondactlle Nwg[lb] N.[lb] <br /> 14417 0.650 0.750 1.000 7028 5250 <br /> Input data and results must be checked for agreement with the—sting conditions and for plausibility! �.-------:,.. <br /> PROFIS Anchor(c)20032009 Hilt AG,FL-9494 Schrum Hilti is a registered Trademark of Hilt AG,Schoen <br /> r <br />