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r_ <br />Profis Anchor 2.7.7 /l <br />Company: <br />Speciller:' <br />Address: <br />E-Mail: <br />Page: <br />Projectl <br />S0b"Projeci I Pos. No. <br />Oat€: <br />6 <br />7t24t2018 <br />4.3 Concretc edge failure in direction y+ <br />=()rY .d.v V c.v V iv V EiB.v Vb ACl318-11 Eq. (D-30) <br />ACI 318-11 Table 0.4.1.'1 <br />ACl3'18-11 Eq. {O-32) <br />ACI 3l&11 Eq. (D-36) <br />ACI 318-11 Eq. (D-38) <br />ACI 318-11 Eq. (D-39) <br />Acl 318-11 Ea. (D-33) <br />A; <br />Av. see ACI 318-11, Part D.6.2.1, Fig. RD.6.2.1(b) <br />&a - a.5 clr <br />(2e, <br />3c.r )s 1.0 <br />v.dv=0.7+03 <br />t;-;- <br />vhv-yh. <br />(e)< 1.0 <br />= ('(n!) <br />>10 <br />€:)r.{"1,' <br />Variables <br />c.r [in.]c, [in.]e*[nl h. [in.] <br />6 000 0 000 1.000 16 000 <br />l. Iin.]f: Ipsil <br />4.000 1 000 0.500 2,500 1.000 <br />Calculation3 <br />Av" Iin.'zl &" tin.'l vo lbl <br />162.00 <br />Results <br />v- lbl <br />162 00 1 000 1.000 1.000 5,513 <br />0 v"n lbl v," trbl5,513 0 700 1.000 <br />5 Combined tension and shear loads <br />1 000 3,859 1,600 <br />p^il"Utilizalion Bi,v I%l StatuB <br />0.268 <br />pNv=0i+p[<=1 <br />0 432 5t3 36 OK <br />hplt d.ra 5.d EahE m6l bc ch.d6d ror ag6.'6l wih th. .r'3rino @6dd$s .na td lri6tuliry! <br />PROFIS Archo' i c ) 2OO3.2OO9 Hiir AG FL-gaSa Sch.d Hlr r a ,.9irrecd Todem.rk or Hili AG, Sch.r