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7 <br /> Hilti PROFIS Engineering 3.0.56 <br /> www.hilti.com <br /> Company: Page: 4 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Shear Loading Date: 2/13/2020 <br /> Fastening point: <br /> 3.2 Bond Strength <br /> ANaO� W ec1,Na Wec2,Na Wed,Na Wcp,Na Nba ACI 318-14 Eq.(17.4.5.1 b) <br /> Nag — ( <br /> Nag >_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 <br /> )2 ACI 318-14 Eq.(17.4.5.1 c) <br /> CNa =10 da T uncr ACI 318-14 Eq.(17.4.5.1d) <br /> 1100 <br /> 1 <br /> Wec,Na = \1 + eN <-1.0 ACI 318-14 Eq.(17.4.5.3) <br /> CNa <br /> W ed,Na =0.7+0.3 �Ca�—inl 1.0 ACI 318-14 Eq.(17.4.5.4b) <br /> CNa J <br /> W cp,Na =MAX�Ca—min CNa)c 1.0 ACI 318-14 Eq.(17.4.5.5b) <br /> Cac Cac <br /> Nba =?'a'T k,c aN,seis 71; da hef ACI 318-14 Eq.(17.4.5.2) <br /> Variables <br /> T k,c,uncr[psi] da[in.] hef[in.] ca,min[in.] abverhead T k,c IPS'] <br /> 1,47611 0.875 11 9.00011 1.000 884 <br /> ec1,N[in.] ec2,N[in.] Cac[in.] a'a %,seis <br /> 0.000 0.000 21.230 1.000 1.000 <br /> Calculations <br /> CNa[in.] ANa[in.2] <br /> ANaO[in?] W ed,Na <br /> 10.089 548.41 407.16 1.0001 <br /> W ec1,Na Wec2,Na Wcp,Na Nba[lb] <br /> 1.000 1.000 1.000 21,866 <br /> Results <br /> Naa[lb] 0 bond Oseismic Ononductile Na,[lb] Nva[lb] <br /> 29,452 0.650 0.750 1.000 14,358 5,619 <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROMS Engineering(c)2003-2019 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> 4 <br />