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10 <br /> Hilti PROFIS Engineering 3.0.56 <br /> www.hilti.com <br /> Company: Page: 7 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Shear Loading Date: 2/13/2020 <br /> Fastening point: <br /> 4.2 Pryout Strength(Bond Strength controls) <br /> Vcpg =koPL(ANa) W ec1,Na Wec2,Na Wed,Na Wcp,Na Nba ] ACI 318-14 Eq.(17.5.3.1b) <br /> A ANaO <br /> yVcpg >_Vua ACI 318-14 Table 17.3.1.1 <br /> ANa se//e ACI 318-14,Section 17.4.5.1,Fig.R 17.4.5.1(b) <br /> ANaO =12 CNJ2 ACI 318-14 Eq.(17.4.5.1c) <br /> CNa =10 da T 1100 uncr ACI 318-14 Eq.(17.4.5.1d) <br /> 1 <br /> Wec,Na = \1 + eN 5 1.0 ACI 318-14 Eq.(17.4.5.3) <br /> CNa <br /> W ed,Na =0.7+0.3 �ca=minl c 1.0 ACI 318-14 Eq.(17.4.5.4b) <br /> CNa <br /> W cp,Na =MAX�Ca-min CN. :51.0 ACI 318-14 Eq.(17.4.5.5b) <br /> ` Cac Cac <br /> Nba =2,a-Tk,c "N,seis n da hef ACI 318-14 Eq.(17.4.5.2) <br /> Variables <br /> kcp "overhead Tk,c,uncr IPS'] da[In.] hef[In.] ca,min[In.] T kc IPS'] <br /> 211 1.00011 1,47611 0.875 9.000 884 <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 1.000 <br /> W ec1,Na Wec2,Na Wcp,Na Nba[lb] <br /> 1.000 1.000 1.000 21,866 <br /> Results <br /> Vopg[lb] concrete Oseismic Ononductile Vcpq[lb] Vu.[lb] <br /> 58,904 0.700 1.000 1.000 41,233 9,962 <br /> 5 Combined tension and shear loads <br /> RN ]3v 4 Utilization RNV[%] Status <br /> 0.391 0.242 5/3 31 OK <br /> RNV=PN+P<= 1 <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 /> 7 <br />