Laserfiche WebLink
7 of 34 <br /> I0III6TI <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 Strengthr (Bond Strength controls) <br /> A <br /> Vcpg _kcp1(ANaO Na) tv ec1,Na wec2,Na ed,NaW wcp,Na Nba ] ACI 318-14 Eq.(17.5.3.1b) <br /> AA L <br /> ii Vcpg >V,,, 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 /> ANaD =(2 cNa)2 ACI 318-14 Eq.(17.4.5.1c) <br /> cNa 10 da AL; <br /> 00 ncr ACI 318-14 Eq.(17.4.5.1d) <br /> 1 <br /> tec,Na = \1 eN/ <1.0 ACI 318-14 Eq.(17.4.5.3) <br /> ONa <br /> w ed,Na =0.7+0.3 (Ca=min) <1.0 ACI 318-14 Eq.(17.4.5.4b) <br /> MAX( Na <br /> w cp,Na = I Camin ANa) <1.0 ACI 318-14 Eq.(17.4.5.5b) <br /> cac cac <br /> Nba =X a'rk,c' 'da'het ACI 318-14 Eq.(17.4.5.2) <br /> Variables <br /> kcp aoverhead i [psi] [in.] I ]1 , <br /> k,c,uncr d a h of[n]7'1 c a,minin.1[ k c[psi] <br /> 1 <br /> 2 1.000 2,327 0.500 4.000 1,190 <br /> ec1,N[in.] ec2 N[in.] cac[in.] X a <br /> 0.000 0.000 10.058 1.000 <br /> Calculations) <br /> cNa[In.] ANa[In.2] ANaO[in.211 <br /> w ed,Na <br /> 7.239 364.67 209.62 1.000 <br /> w ec1,Na wec2,Na wcp,Na Nba[Ib] <br /> 1.000 1.000 1.000 7,475 <br /> Results <br /> Vcpg[Ib] concrete_-- - • Vcpfl[Ib] Vua[lb] -_ <br /> 26,006 0.700 18,204 314 <br /> 5 Combined tension and shear loads <br /> IjN I3v 5 Utilization RN,v[%] Status <br /> 0.306 0.024 5/3 15 OK <br /> INV=IiN+Rv<_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 />