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17 of 34 <br /> I1■i11.T1 <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[(ANao) W ec1,Na Wec2,Na Wed,Na Wcp,Na Nba ] ACI 318-14 Eq.(17.5.3.1b) <br /> (I) N./bug >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 -\lt uncr1100 ACI 318-14 Eq.(17.4.5.1d) <br /> 1 <br /> Wec,Na = \1 eN) <1.0 ACI 318-14 Eq.(17.4.5.3) <br /> cNa/ca,min <br /> W ed,Na =0.7+0.3 1 ) 1.0 ANa ACI 318-14 Eq.(17.4.5.4b) <br /> f <br /> W cp,Na =MAX(C=min ANa) <1.0 ACI 318-14 Eq.(17.4.5.5b) <br /> cac ' cac <br /> Nba =X a•Tk,c•it•da•het ACI 318-14 Eq.(17.4.5.2) <br /> Variables <br /> kcp aoverhead tk,c,uncr[psi] da[In.] het[in.] ca,min[in.] t k,c[psi] <br /> 2 1.000 2,327 0.500 4.000 1,190 <br /> ec1,N[in.] ears,[in.] cab[in.] X a <br /> 0.000 0.000 10.058 1.000 <br /> Calculations <br /> cNa[in.] ANa[in.2] ANao[in.2] 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 /> Vcpci[Ib] 4t concrete 4) Vcpg[Ib] Vua[Ib] <br /> 26,006 0.700 18,204 265 <br /> 5 Combined tension and shear loads <br /> aN I3v Utilization I3Nv[%] Status <br /> 0.500 0.021 5/3 32 OK <br /> p <br /> I'NV=I3N+Ry<=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 /> 0.794 7 <br />