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7 of 34 <br /> C:=2:1 <br /> Hilti PROFIS Engineering 3.0.75 <br /> www.hilti.com <br /> Company: Otak,Inc. Page: 7 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: BRT Shelter Windscreen Retrofit-Long Direction Date: 2/3/2022 <br /> Fastening point: <br /> 4.2 Pryout Strength(Bond Strength controls) <br /> Vcpg =kcp[(-2-)AN IV ec1,Na Wec2,Na Ved,Na �cp,Na Nba ] ACI 318-14 Eq.(17.5.3.1b) <br /> ANaO <br /> VcPg >V a 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 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,ml") <1.0 ACI 318-14 Eq.(17.4.5.4b) <br /> ` CNa <br /> WcpNa =MAX( —"min CNa) <1.0 ACI 318-14 Eq.(17.4.5.5b) <br /> Cac Cac <br /> Nba = a' tk,c•n•de'het ACI 318-14 Eq.(17.4.5.2) <br /> Variables <br /> kcp a'overhead k tuna[psi] da[In.] hef[In.] ca,min[In.] i k c[psi] <br /> 2 1.000 2,327 0.500 4.000 1,190 <br /> ec1,N[In.] ec2N[in.] cac[In.] a <br /> 0.000 0.000 10.058 1.000 <br /> Calculations <br /> CNa[in.] ANa[In.2] ANa,[in.2] W ed,Na <br /> 7.239 364.67 209.62 1.0001 <br /> ec1,Na wec2,Na Wcp,Na Nba Db1 <br /> 1.000 1.000 1.000 7,475 <br /> Results <br /> Vc [lb] 41 concrete • Vcpg[lb] Vaa[lb] <br /> 26,006 0.700 18,204 314 <br /> 5 Combined tension and shear loads <br /> aN av Utilization pN v[%] Status <br /> PNV <br /> 0.024 5/3 15 OK <br /> PNV=1r�'N+aV<=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 />