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Hilti PROFIS Engineering 3.0.81 <br /> www.hilti.com <br /> Company: KPFF Page: 4 <br /> Address: SPD Specifier: NAP <br /> Phone I Fax: I E-Mail: <br /> Design: SHEAR WALL HOLDOWN ANCHOR Date: 12/17/2022 <br /> Fastening point: <br /> 3.2 Bond Strength <br /> Na = (ANa\ W ed,Na wcp,Na Nba ACI 318-14 Eq.(17.4.5.1 a) <br /> ANaO J <br /> Na >Nua ACI 318-14 Table 17.3.1.1 <br /> ANa see ACI 318-14,Section 17.4.5.1, Fig. R 17.4.5.1(b) <br /> ANao —(2 CNa)2 ACI 318-14 Eq.(17.4.5.1c) <br /> CNa =10 da T uncr ACI 318-14 Eq.(17.4.5.1d) <br /> 1100 <br /> Yed,Na =0.7+0.3 (Ca=min 1.0 ACI 318-14 Eq.(17.4.5.4b) <br /> CNa <br /> W cp,Na —MA)((2&22in CNa)J <1.0 ACI 318-14 Eq.(17.4.5.5b) <br /> Cac Cac <br /> Nba =2,a Tk,c n da hef ACI 318-14 Eq.(17.4.5.2) <br /> Variables <br /> T k,c,uncr[PS'] da[In.] hef[In.] Ca,min[in.] aoverhead T k,c[PS'] <br /> 2,426 0.875 4.000 1.000 1,376 <br /> Cac[In.] k a <br /> 8.407 1.000 <br /> Calculations CNa[In.] ANa[in•2] ANao[In•2] w ed,Na <br /> 12.936 669.33 669.33 1.000 <br /> W cp,Na Nba[lb] <br /> 1.000 15,128 <br /> Results <br /> Na[lb] bond Na[lb] Nu,,[lb] <br /> 15,128 0.650 9,833 5,964 <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(c)2003-2022 Hilt!AG,FL-9494 Schaan Hilt!is a registered Trademark of Hilt!AG,Schaan <br /> 4 <br />