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7 of 34 <br /> F■11`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: 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[(ANa) W ec1 Na Wec2,Na Wed,Na �cp,Na Nba , ACI 318-14 Eq.(17.5.3.1b) <br /> ANaO/ <br /> Vcpg >Vaa 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 �t uncr00 ACI 318-14 Eq.(17.4.5.1d) <br /> 11 <br /> 1 <br /> Wec,Na = <br /> (1 + eN/ <1.0 ACI 318-14 Eq.(17.4.5.3) <br /> cNa <br /> W ed,Na =0.7+0.3 (cam"—'n) <1.0 ACI 318-14 Eq.(17.4.5.4b) <br /> cNa <br /> W cp,Na MAX(Ca=min cNa 1.0 ACI 318-14 Eq.(17.4.5.5b) <br /> Cac Cac <br /> Nba =X a•tk,c•rt•da•het ACI 318-14 Eq.(17.4.5.2) <br /> Variables <br /> kap overhead tk,c,uncr[psi] da[In.] hat[In.] Ca,min[in.] t K.[psi] <br /> 2 1.000 2,327 0.500 4.000 1,190 <br /> ec1 N[in.] eo N[in.] coo[in.] A•a <br /> 0.000 0.000 10.058 1.000 <br /> Calculations <br /> cNa[in.] ANa[in.2] ANao[1n.2] W ed,Na <br /> 7.239 364.67 209.62 1.000 <br /> ect,Na Wec2,Na Wcp,Na Nba[Ib] <br /> 1.000 1.000 1.000 7,475 <br /> Results <br /> Vcpg[Ib] concrete 4) Vwg[Ib] Vua[Ib] <br /> 26,006 0.700 18,204 314 <br /> 5 Combined tension and shear loads <br /> RN R„ Utilization 13N,v[%] Status <br /> R 0.306 0.024 5/3 15 OK <br /> RNV '3N+[3V<=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 />