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17 of 34 <br /> 1111411111211.111 <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) ec1,Na wec2,Na Wed,Ne Wcp,Na Nba ] ACI 318-14 Eq. (17.5.3.1b) <br /> ANaO <br /> • Vcpg >Vee 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 daV t 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 /> W ed,Na =0.7+0.3 (Ca=min1 <1.0 ACI 318-14 Eq.(17.4.5.4b) <br /> CNa J <br /> /cp,Na =MAX(c=min CNa) <1.0 ACI 318-14 Eq.(17.4.5.5b) <br /> Cac Cac <br /> Nba =X a-t k,c' s'da hef ACI 318-14 Eq.(17.4.5.2) <br /> Variables <br /> k0 aoverhead k <br /> t [psi] d [in.] h [in.] c [in.] t [psi] <br /> P ,c,uncr a of a min k,c <br /> 2 1.000 2,327 0.500 4.000 1,190 <br /> ec,,N[in.] eo2,N[in.] cec[in.] A a <br /> 0.000 0.000 10.058 1.000 <br /> Calculations <br /> CNa[In.] ANa[in.2] ANa()[in.2] ed,Na <br /> 7.239 364.67 209.62 1.000 <br /> t�ec1,Na wec2,Na Wcp,Na Nba[lb] <br /> 1.000 1.000 1.000 7,475 <br /> Results <br /> Vcpg[Ib] 4 concrete Vcpq[Ib] Vua[Ib] <br /> 26,006 0.700 18,204 265 <br /> 5 Combined tension and shear loads <br /> RN PV 5 Utilization[1N V[%] Status <br /> (y (� <br /> y 0.500(( 0.021 5/3 32 OK <br /> PNV—[1N+f'V<=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 />