Laserfiche WebLink
17 of 34 <br /> F■111111 .T I <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 /> p[(A <br /> Vcpg =kc Na) Wec1,Na Wec2,Na Wed,Na Wcp,Na Nba ] ACI 318-14 Eq.(17.5.3.1b) <br /> AN.0 <br /> 4 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 uncr100 ACI 318-14 Eq.(17.4.5.1d) <br /> 1 <br /> Wec,Na eN <1.0 ACI 318-14 Eq.(17.4.5.3) <br /> CNa <br /> W ed,Na =0.7+0.3 (--1!—in) <1.0 ACI 318-14 Eq.(17.4.5.4b) <br /> CNa <br /> W cpNa =MAX(C5.min CNa) <1 0 ACI 318-14 Eq.(17.4.5.5b) <br /> ac ac <br /> Nba = a•"[Ka•rz•da•het ACI 318-14 Eq.(17.4.5.2) <br /> Variables <br /> kcp a'overhead tk,c,uncr[psi] do[in.] het[in.] Ca,min[in.] T k,c[psi] <br /> 2 1.000 2,327 0.500 4.000 1,190 <br /> ec1,N[in.] eazN[in.] co.[in.] X a <br /> 0.000 0.000 10.058 1.000 <br /> Calculations <br /> CNa[in.] ANa[in.2] ANao[in.2] 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 4 V p [Ib] V.[Ib] <br /> 26,006 0.700 18,204 265 <br /> 5 Combined tension and shear loads <br /> PN PV Utilization PN,v[%] Status <br /> 0.500 0.021 5/3 32 OK <br /> PNV= <=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 /> q <br /> / Cr(9 <br />