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Hilts PROFIS Engineering 3.0.40 <br /> www.hllti.com • <br /> Company: Page: 6 <br /> Address: Specifier <br /> Phone I Fax: ( E-Mail: <br /> Design: 45-767 Date: 4/5/2019 <br /> Fastening point: <br /> 4.3 Concrete edge failure In direction x+ <br /> Vm =( o) c„V Welv Vb <br /> meWW , , ACI 318-14 Eq.(17,5.2.1a) <br /> $ Vth a V„, ACI 318-14 Table 17.3.1.1 <br /> Av, see ACI 318-14,Section 17.5.2.1,Fig.R 17.5.2.1(b) <br /> Avg =4.5 c;, ACI 318-14 Eq.(17.5.2.1c) <br /> tpadv =0.7+0.3(1 )51.0 ACI318-14Eq.(17.5.2.6b) <br /> e, <br /> ill by —'`r1,5ce,a 1.0 ACI 318-14 Eq.(17.5.2.8) <br /> Y he <br /> � <br /> Vb = (7(a}as �d,} a Vf:c;; ACI 318-14 Eq.(17.5.2.2a) <br /> Variables <br /> c,,,[In.) caa[in.) W a,v he[In.) I,[in.) <br /> 12.000 12.000 1.000 8.000 4.000 <br /> A.e de(in" f.[P50 W per tkv - <br /> 1.000 0.625 4,000 1.000 <br /> 110 <br /> Calculations <br /> Av.Mm2I Avk,[in-1 W.av Wh.v T V4nb1 <br /> 240.00 648.00 0.900 1.500 21.090 <br /> Results <br /> V`,(ib] 4,=oats -- —+Woo'` +no,dua6e 41 Va(Ib] Vw[tb] <br /> 10,545 0.700 1.000 1.000 7,381 2,960 <br /> 5 Combined tension and shear loads <br /> PH Pv 4 UtlNzatton No/[%] Status <br /> 0.706 0.599 5/3 99 OK <br /> PMr=PH+Pv<=1 <br /> • <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(c)2403-2009 HNtl AG,Ft.-9494 Schein KIld Is a registered Trademark of Hilt AG,Schoen <br /> 04/05/19 Boeing Flightline Stall 113 Pal 118 <br />