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www.hilti.us Profis Anchor 2.7.2 <br /> Company: BRPH Page: 4 <br /> Specifier. Project: STORAGE RACKS <br /> Address: Sub-Project I Pos.No.: <br /> Phone I Fax: [ Date: 4/19/2017 <br /> E-Mail: <br /> 4 Shear load <br /> Load Vu.Pb] Capacity 0 Vn[lb] Utilization N=Vrra/0 V„ Status <br /> Steel Strength' 188 3572 6 OK <br /> Steel failure(with lever arm)' N/A N/A N/A WA <br /> Pryout Strength` 750 20184 4 OK <br /> Concrete edge failure in direction" WA N/A N/A WA <br /> 'anchor having the highest loading "anchor group(relevant anchors) <br /> 4.1 Steel Strength <br /> Vea,aq =ESR value refer to ICC-ES ESR-1917 <br /> 0 Veteal z V. ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> Aae,v lin.1 fda[psi] <br /> 0.10 106000 <br /> Calculations <br /> V.,aa[lb] <br /> 5495 <br /> Results <br /> Vasa[lb] a eel nonducdle V.[lb] V.[lb] <br /> 5495 0.650 1.000 3572 188 <br /> 4.2 Pryout Strength <br /> Vcpg =•yy ap I(' <br /> .0)W ec,N W ed,N W qN W cp,N Nb] ACI 318-14 Eq.(17.5.3.1 b) <br /> 4 Vo,x Vaa 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 /> ANag =9h ar ACI 318-14 Eq.(17.4.2.1 c)1W ec,N =(1+ eNs 1.0 ACI 318-14 Eq.(17.4.2.4) <br /> 3 her <br /> W ed,N =0.7+0.3(5hor)s 1.0 ACI 318-14 Eq.(17.4.2.5b) <br /> ca mm 1.5her\ <br /> W W,N =MAX(c., C_ /s 1.0 ACI 318-14 Eq.(17.4.2.7b) <br /> No =ko 1.f h;is ACI 318-14 Eq.(17.4.2.2a) <br /> Variables <br /> lkp her[in.) ep1,N[in.] e.,N[in.] ca,mm[in.] <br /> 2 3.250 0.000 0.000 <br /> W c,N 5c[in] kc k a f[psi] <br /> 1.000 7.500 17 1.000 4000 <br /> Calculations <br /> AN.final A.[ice 2] w eci.N W ec2.N W ed,N W MN No[Ib] <br /> 217.56 95.06 1.000 1.000 1.000 1.000 6299 <br /> Results <br /> Vppg[lb] coraxete ee� rwrduaue Vcpg[Ib] V.[lb] <br /> 28834 0.700 1.000 1.000 20184 750 <br /> Input data and results must be checked for agreement with the existing conditions and for plausbhty! <br /> PROFIS Anchor(c)20032009 Hit AG,FL-9494 Schaan Hilb is a registered Trademark of FBIb AG,Schaan <br /> i .. .J <br />