Laserfiche WebLink
7 of 34 <br /> MII011rI <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 =kcpL(AN �/ec1,Na Wec2,Na WedNa Wcp,Na Nba ] ACI 318-14 Eq.(17.5.3.1b) <br /> AN: <br /> * Vcpg >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.(17.4.5.1c) <br /> cNa =10 da V uncr100 ACI 318-14 Eq.(17.4.5.1d) <br /> r 1 1 <br /> Wec,Na = 1 1 + eN I <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 /> W cp,Na =MAX(Ca=min CNa) <1.0 ACI 318-14 Eq.(17.4.5.5b) <br /> cab Cac <br /> Nba =X a• Tk,c R•da'her ACI 318-14 Eq.(17.4.5.2) <br /> Variables <br /> kg, aoverhead Tk,c,uncr[psi] da[in.] het[in.] Ca,rntn[in.] T kc[psi] <br /> 2 1.000 2,327 0.500 4.000 1,190 <br /> ec1N[in.] ec2,N[in.] — -. cac[in.] A•a <br /> 0.000 0.000 10.058 1.000 <br /> Calculations <br /> cNa[in.) ANa[in.2] ANa0[in-2] W ed,Na <br /> 7.239 364.67 209.62 1.000 <br /> ec1,Na Wec2,Na Wcp,Na Nba[Ib] <br /> 1.000 1.000 1.000 7,475 <br /> Results <br /> Vcpg[Ib] 4)concrete cl) Vcpg[Ib] - Vua[Ib] <br /> 26,006 0.700 18,204 314 <br /> 5 Combined tension and shear loads <br /> RN aV Utilization PNv[%] Status <br /> 0.306 0.024 5/3 15 OK <br /> PNV—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 />