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• 17 of 34 <br /> I■■III�TI <br /> Hilti PROFIS Engineering 3.0.75 <br /> www.hilti.com <br /> Company: Otak, Inc. Page: 7 <br /> Address: Specifier: <br /> Phone I Fax: I E-Mail: <br /> Design: BRT Shelter Windscreen Retrofit-Short Direction Date: 2/3/2022 <br /> Fastening point: <br /> 4.2 Pryout Strength(Bond Strength controls) <br /> VcP9 =k`pR AN:a ec1,Na Wec2,Na il1ed,Na W <br /> AN cp,Na Nba , ACI 318-14 Eq.(17.5.3.1b) <br /> Vcpg >Vua 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 V S°"cr 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=min) <1 0 ACI 318-14 Eq.(17.4.5.4b) <br /> cNa J <br /> cp,Na =MAX(c=min c Na) <1 0 ACI 318-14 Eq.(17.4.5.5b) <br /> cac Cac <br /> Nba =X a it•da hef ACI 318-14 Eq.(17.4.5.2) <br /> Variables <br /> kap c(overhead tk,c,uncr[psi] da[in.] hat[in.] Ca,m [in.]n i Jc[psi] <br /> i <br /> 2 1.000 2,327 0.500 4.000 1,190 <br /> ec,,N[in.] ec2,N[in_]- ----_ -cac[in.] <br /> 0.000 0.000 10.058 1.000 <br /> Calculations <br /> cNa[in.] ANa[in.2] ANao[in-2] 41 ed,Na <br /> 7.239 364.67 209.62 1.000 <br /> t�ec1,Na Vec2,Na Vcp,Na Nba[lb] <br /> 1.000 1.000 1.000 7,475 <br /> Results <br /> VcP [lb] 4'concrete Vs09[lb] Vua[lb] <br /> 26,006 0.700 18,204 265 <br /> 5 Combined tension and shear loads <br /> ON RV Utilization[iN V[%] Status <br /> ft 0.500 0.021 5/3 32 OK <br /> RNV—RN+Fyn= 1 <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(c)2003-2022 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> /r 2 7 <br />