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7of34 <br /> M3Mal <br /> Hilti PROFIS Engineering 3.0.75 <br /> www.hilt:i.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[(AN o) ec1,Na ec2,NaW Ved,Na �cp,Na Nba ] ACI 318-14 Eq.(17.5.3.1b) <br /> Vbeg >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 /> ANa0 =(2 cNa)2 ACI 318-14 Eq.(17.4.5.1c) <br /> cNa =10 de t uncr ACI 318-14 Eq.(17.4.5.1d) <br /> 1100 <br /> 1 <br /> 1ec,Na = (1 + eN) <1.0 ACI 318-14 Eq.(17.4.5.3) <br /> cNa <br /> W ed,Na =0.7+0.3(ca—min` <1.0 ACI 318-14 Eq.(17.4.5.4b) <br /> cNa J <br /> V cp,Na =MAX(ca=min Na) �1.0 ACI 318-14 Eq.(17.4.5.5b) <br /> cac cac <br /> Nba =X a'tk,c'n.da'het ACI 318-14 Eq.(17.4.5.2) <br /> Variables <br /> kcp ctoverhead tk,c,uncr[psi] da[in.] het[in.] came[in.] t k,c[psi] <br /> 2 1.000 2,327 0.500 4.000 1,190 <br /> ec1,N[in.] ec2,N[in] cab[in.] A a <br /> 0.000 0.000 10.058 1.000 <br /> Calculations <br /> cNa[in.] ANa[in.2] AN,[in.2] W ed,Na <br /> '7.239 364.67 209.62 1.000 <br /> tV ect,Na Wec2,Na Wcp,Na Nba[lb] <br /> 1.000 1.000 1.000 7,475 <br /> Results <br /> Vcp4[lb] 4)concrete 4 Vcpq[lb] Vua[lb] <br /> 26,006 0.700 18,204 314 <br /> 5 Combined tension and shear loads <br /> RN Rv Utilization 13N,v[%] Status <br /> !y <br /> 0.306 0.024 5/3 15 OK <br /> RNv=ON <=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 />