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1 . 11 IWEFmgTneersIGHT <br /> Hilt PROFIS Engineering 3.0.77 <br /> www.hilti.com <br /> Company: Page: 3 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Date: 5/9/2022 <br /> Fastening point: <br /> 1.3 Tension load <br /> Load Nua[lb] Capacity� Nn[lb] Utilization PN=Nua/t Nn Status <br /> Steel Strength* 3,110 14,529 22 OK <br /> Pullout Strength* 3,110 10,987 29 OK <br /> Concrete Breakout Failure* 6,219 16,387 38 OK <br /> Concrete Side-Face Blowout,direction** N/A N/A N/A N/A <br /> *highest loaded anchor **anchor group(anchors in tension) <br /> 1.3.1 Steel Strength <br /> Nsa =Ase,N feta ACI 318-14 Eq.(17.4.1.2) <br /> � Nsa >Nua ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> Ase'N[in•21 fut.[psi] <br /> 0.33 58,000 <br /> Calculations <br /> Nsa[lb] <br /> 19,372 <br /> Results <br /> Nsa[I b] steel Nsa[lb] Nue[lb] <br /> 19,372 0.750 14,529 3,110 <br /> 1.3.2 Pullout Strength <br /> NPN =W c p N ACI 318-14 Eq.(17.4.3.1) <br /> N =8 Abrg fc ACI 318-14 Eq.(17.4.3.4) <br /> 0 NpN >Nus ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> W c,P A,,,[in.2] a fc[psi] <br /> 1.000 0.65 1.000 3,000 <br /> Calculations <br /> Np[lb] <br /> 15,696 <br /> Results <br /> Npn[lb] concrete Npn[lb] Nua[lb] <br /> 15,696 0.700 10,987 3,110 <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROMS Engineering(c)2003-2022 Hilt!AG,FL-9494 Schaan Hilti is a registered Trademark of Hilt!AG,Schaan <br /> TACO BELL SC1230102-161 C5 3 <br /> PROJECT: No: SHEET: <br />