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17 of 34 <br /> MII�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 /> Vcpg =kcp[(ANa) W ec1,Na Wec2,Na Wed,Na Wcp,Na Nba ] ACI 318-14 Eq.(17.5.3.1b) <br /> ANaO <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 1100 <br /> V.r uncr ACI 318-14 Eq.(17.4.5.1d) <br /> 1 <br /> ec,Na = \1 eN/ <1.0 ACI 318-14 Eq.(17.4.5.3) <br /> cNa <br /> W ed,Na =0.7+0.3(cmincNa �1.0 ACI 318-14 Eq.(17.4.5.4b) <br /> • <br /> W cpNa =MAX(ca—min,cNa 1.0 ACI 318-14 Eq.(17.4.5.5b) <br /> cac cac <br /> Nba = a•Zk,c•i•da'hef ACI 318-14 Eq.(17.4.5.2) <br /> Variables 1 1 7 <br /> kcp abverhead tk,c,uncr[psi] da[in.] hef[in.] ca,min[in.] T k,c[psi] <br /> 2 1.000 2,327 0.500 4.000 1,190 <br /> ec1,N[in.] eczN[in.] cac[in.] A a <br /> 0.000 0.000 10.058 1.000 <br /> Calculations <br /> cNa[in.] ANa[in.2] ANao[in?] W ed,Na <br /> 7.239 364.67 209.62 1.000 <br /> ec1,Na Wec2,Na Wcp,Na Nba[lb] <br /> 1.000 1.000 1.000 7,475 <br /> Results <br /> Vcpg[Ib] concrete • Vcpg[Ib] Vua[Ib] <br /> 26,006 0.700 18,204 265 <br /> 5 Combined tension and shear loads <br /> ON RV Utilization I3N V[%] Status <br /> 0.500 0.021 5/3 32 OK <br /> RNV=[3N+RV<=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 /> 7 <br /> � � a <br />