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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 /> Vcpg =kcp[(ANa) w ec1,Na Wec2,Na Wed,Na Vcp,Na Nba ] ACI 318-14 Eq.(17.5.3.1b) <br /> ANao <br /> (I) 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 do V_IT uncr ACI 318-14 Eq.(17.4.5.1d) <br /> 1100 <br /> ■/ 1 <br /> Vec,Na = ■ 1 + eN) <1.0 ACI 318-14 Eq.(17.4.5.3) <br /> CNa <br /> V ed,Na =0.7+0.3 (Ca=min) <1.0 ACI 318-14 Eq.(17.4.5.4b) <br /> CNa J <br /> W cp,Na =MAX C=min cNa� <to ACI 318-14 Eq.(17.4.5.5b) <br /> ` cac coo <br /> Nba =X a.tk,c' It'do'het ACI 318-14 Eq.(17.4.5.2) <br /> Variables kg, aoverhead tk,c uncr[psi] do[in.] het[in.] co.„,,„[in.] 1:k,c[psi] <br /> 2 1.000 2,327 0.500 4.000 1,190 <br /> ec1,N[in.] ec2,N[in.] coo[in.] A <br /> 0.000 0.000 10.058 1.000 <br /> Calculations CNa[In.] ANa[in.2] ANao[In.2] V ed.Na <br /> 7.239 364.67 209.62 1.000 <br /> ec1,Na Vec2,Na Wcp,Na Nba[lb] <br /> 1.000 1.000 1.000 7,475 <br /> Results <br /> Vc [Ib] concrete cb Vag[lb] Vpa[lb] <br /> 26,006 0.700 18,204 265 <br /> 5 Combined tension and shear loads <br /> PN PV c Utilization I1N V[To] Status <br /> q R 0.500 0.021 5/3 32 OK <br /> F'NV=I +I <=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 /> j 'OD <br />