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I I- <br />Profis Anchor 2.7.7 lo <br />Page: <br />Projecll <br />Sub-Project I Pos. No. <br />Date: <br />5 <br />7 t20t201a <br />4 Shear load <br />Load V!. !bl Capacity + Vn !bJ Utilization 0v = V,Ja V" Status <br />SteelStrenglh' <br />Sleelfailure (with lever arm)' <br />Pryoul Strength (Concrete Breakout <br />Strength conlrols)" <br />Concrete edge failure in direction y+" <br />' anchor having the highest bading <br />1,500 <br />1,600 <br />3,705 <br />17,166 <br />44 <br />10 <br />OK <br />OK <br />1,600 <br />"anchor group (rel€vant anchors) <br />3,859 42 OK <br />4.1 Stoel Strongth <br />V-< = ESR vatue refer to ICC-ES ESR-3814 <br />ACI 318-11 Table D.4.1 , <br />Variablcs <br />A-.u lin.'?f,i {psil <br />014 <br />Calculatlons <br />72,500 <br />trbl <br />6,175 <br />R.sulG <br />ltbl 6 V- irbl v,.lrbl <br />6,175 0 600 i.000 3,705 1,60C <br />4.2 Pryout Strength (Concret€ Breakout Strongih conirots) <br />'", =*"[(t),"*v*v..*N"] <br />Ab soeACl3l&11. Pad 0.5.2.1, Fig. RD.5.2.1(b) <br />Al..l = s h:, <br />-,-"=(;fu;.,' <br />o_,,=or_0..(ffi).,.0 <br />,*.=runx(fr.S),ro <br />It" =L.r.Vf.h:i <br />Acl 318-11 Eq. (0-40) <br />ACI 318-ll Tabls D.4..1.1 <br />ACI 318-11 Eq. (0,5) <br />ACI 318-11 Eq. (D-8) <br />ACI 318-11 Eq. (D-10) <br />ACI 318-11 Eq. (0-12) <br />ACI 318-11 Eq. (D$) <br />Variables <br />h",lin.]e.r.N [in.l e"r.n iin.l Iin.l <br />2 8.000 0.000 0.000 6 CoC <br />ck Iin.]i. <br />1 000 1I M2 -17 1.000 2,504 <br />Calculations <br />A^. [in.':]Ai!"otin.?l N, trbj432.0C 57€.00 1.000 1.000 0.850 1 000 <br />Results <br />v.+ lbl A V6 [b24,522 0 700 1.000 1.0c0 <br />lnplr dal &d 6$n3 D.t b. .rr4t.d rd aor..mnr s <br />PROF|SAnclEr(c )2OO!2OO9 H'h AG. Ft-.-gaga S.tur. <br />tr..rd,ng 6dft6s id ld Dhls.ltM <br />B'tu 'r . Eondld l66.m.ft ot H [, lC Sd,."n <br />17,166 1,6C0 <br />19,233 <br />Company: <br />Specifiel! <br />Addressl'Phone <br />I Fax <br />E-Mail: