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Hiiti PROFIS Engineering 3.0.76 <br /> www.hilti.com <br /> Company: Engineers Northwest Page: 7 <br /> Address: 9725 3rd Ave NE STE#207 Specifier. <br /> Phone I Fax: J E-Mail, <br /> Design: Concrete-Apr 1,2022(9) Date: 411/2022 <br /> Fastening point: <br /> 4.3 Concrete edge failure in direction y+� <br /> _ <br /> V —(;A <br /> t€'-.v '1'ecly t-'ry 4'n.v Wpar W.v Vb ACI 318-14 Eq.(17.5.21b) <br /> b Vd,9>VW ACI 318-14 Table 17..3.1.:.1 <br /> A,,.t see ACI 318-14,Section 17.5.2.1.Fig.R 17.5.2.1(b) <br /> A,,. =4.5 ca, ACE 318-14 Eq.(17.5.2.1c) <br /> + 2e,. s 1.0 ACI 318-14 Eq.(17.5,2.5) <br /> 3Ca,J <br /> ay =0.7+0.3 .'a' <br /> '. .1.0 ACI 31814 Eq.(17.5.2.6b) <br /> c,t <br /> 1.5ca, <br /> 4 n.v = ha �1A ACI 318-14 Eq.(17.5.2.8) <br /> _ <br /> tab cat ACI 318-14 Eq.(17.5.2.2b) <br /> Variables <br /> Ca,[ J _ .. .__.Cs2_[in.] _ e_v[€_n_]_._..._.. ._._.._........_.°_1.'.'v._._ ......_.._.._.._h.[in.].._..._.._._._ <br /> 22.000 - 0.000 1.000 9.250 <br /> le[in.] !`a da fin-) to[psil °It <br /> 6.000 1.000 0.750 4,500 2.0.G0 <br /> Calculations <br /> A I ' <br /> Yc.Cli. Avca.....]_ tJ o r n.a V ib <br /> 832.50 2.178.00 1.000 I.000 1.ee9 62.299 <br /> Results <br /> ._.._.._._-..___V a, bj .._._._..._. <br /> 89.955 0.700 1.000 1.000 62.968 9.500 <br /> 5 Combined tension and shear toads <br /> 0, 0, 7 Utilization py„[°�] Status <br /> 0.978 0.151 1.000 95 OK <br /> PNv=(RN+N)11.2<=1 <br /> -— ___ _._._.. __ _—._. _.__._....._..__.�__.._.__._._.._......._...._...........:. _....._.._.._.._........_... <br /> _.._..._......_..._...._.:......__.._..input data and results must be checked fox conformity with It:e ensting=motions anc:or plas+s€tildy- <br /> PRQFIS Engineering t c)2OM-2022 NAti F.G.FL•9494 Schaan tiff is a registered Trademark of Him AG,Scham <br /> 7 <br />