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7 of 34 <br /> EZ1=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: I 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[\A ANa <br /> NaO/ tP ec1,Na wec2,Na N ed,Na Wcp,Na Nba ] ACI 318-14 Eq.(17.5.3.1b) <br /> IL <br /> Vbpg >Vue 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 S°nbr ACI 318-14 Eq.(17.4.5.1d) <br /> 1100 <br /> 1 <br /> �ec,Na = \1 + eN) <1.0 ACI 318-14 Eq.(17.4.5.3) <br /> CNa/ <br /> W ed,Na =0.7+0.3 (cal <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 /> cab cab <br /> Nba =A a' r k,c'it'da'het ACI 318-14 Eq.(17.4.5.2) <br /> Variables 1 <br /> kcp aoverhead Tk,c uncr[psi) da[in.] het[in.] camin[in.] Z k,c[psi] <br /> 2 1.000 2,327 0.500 4.000 1,190 <br /> eb1,N[in.] - - eczN[in.] cab[in.] X a <br /> 0.000 0.000 10.058 1.000 <br /> Calculations 1 <br /> CNa[in.] ANa[In.2] ANa0[in-2] W ed,Na <br /> 7.239 364.67 209.62 1.000 <br /> tv ec1,Na Vec2,Na wcp,Na Nba[lb] <br /> 1.000 1.000 1.000 7,475 <br /> Results <br /> Vepa[lb] concrete Vcp5[Ib] Vua[lb] <br /> 26,006 0.700 18,204 314 <br /> 5 Combined tension and shear loads <br /> RN PV Utilization PN.v[%] Status <br /> 0.306 0.024 5/3 15 OK <br /> P RNV=RN 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 /> 7 <br /> r/C2) <br />