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17 of 34 <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 /> L(Ati i/ ,Vcpg —kcp A ect,Na wec2,Na Wed,Na W N cp,Na ba ACI 318-14 Eq.(17.5.3.1b) <br /> NaO <br /> VcP9 >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.(17.4.5.1 c) <br /> CNa =10 da utter <br /> ,1100 T 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 <br /> W ed,Na =0.7 0.3 (Ca=mint <1.0 ACI 318-14 Eq.(17.4.5.4b) <br /> CNa <br /> cp,Na =MAX(Ca—'min a a) <1.0 ACI 318-14 Eq.(17.4.5.5b) <br /> Cac Cac <br /> Nba =X•a•Tk,c•7t•do•het ACI 318-14 Eq.(17.4.5.2) <br /> Variables <br /> kcp overhead Tk,c,uncr[psi] de[in.] het[in.] Ca,min[in.] T kc[psi] <br /> 2 1.000 2,327 0.500 4.000 1,190 <br /> ec1,N[in.] ec2,N[in.] can[in.] X a <br /> 0.000 0.000 10.058 1.000 <br /> Calculations <br /> CNa[in.] ANa[in.2] ANao[in.2] V ed,Na <br /> 7.239 364.67 209.62 1.000 <br /> ect,Na Vec2,Na Vcp,Na Nba[lb] <br /> 1.000 1.000 1.000 7,475 <br /> Results <br /> Vcpq[Ib] 4)concrete • Vcpg[Ib] Vua[lb] <br /> 26,006 0.700 18,204 265 <br /> 5 Combined tension and shear loads <br /> RN Rv Utilization I3N,V[%] Status <br /> 0.500 0.021 5/3 32 OK <br /> RNV=RN+(3,,<=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 />