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www.hilti.us <br />lmr= <br />Pro is Anchor 2.6.5 <br />Company: <br />Page: 4 <br />Specifier: <br />Project: <br />Address: <br />Sub -Project I Pos. No.: <br />Phone I Fax: <br />Date: 5/20/2016 <br />E-Mail: <br />4 Shear load <br />Load Vua [lb] <br />Capacity +V„ (lb] Utilization = V a/+Vn_ <br />Status <br />Steel Strength* <br />700 <br />3572 20 <br />OK <br />Steel failure (with lever arm)* <br />N/A <br />N/A N/A <br />N/A <br />Pryout Strength— <br />2800 <br />20184 14 <br />OK <br />Concrete edge failure in direction *' <br />N/A <br />N/A N/A <br />N/A <br />* anchor having the highest loading **anchor group (relevant anchors) <br />4.1 Steel Strength <br />Vsa = ESR value refer to ICC-ES ESR-1917 <br />Vsteel> Vua ACI 318-08 Eq. (D-2) <br />Variables <br />Ase,v [in•21 <br />futa [psi] <br />---........_. ................. ...................._........— <br />_ 06000.-......-.._._. <br />Calculations <br />Vs. jib] <br />5495 <br />Results <br />Vs. Jib] <br />y stsel Vs. fib] Vua [lb] <br />5495 <br />0.650 3572 700 <br />4.2 Pryout Strength <br />VeP9 <br />= kcp [(ANC ) 4rec,N Wed,N Wc,N IVcP,N N,, <br />ACI 318-08 Eq. (D-31) <br />Ve, <br />>_ Vua <br />ACI 318-08 Eq. (D-2) <br />ANe <br />see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) <br />ANnb <br />= 9 hef <br />ACI 318-08 Eq. (D-6) <br />1 <br />IVec,N <br />=1 + 2 eN <_ 1.0 <br />ACI 318-08 Eq. (D-9) <br />3 her <br />Ilred,N <br />= 0.7 + 0.3 (Ca.min / 51.0 <br />1.5he}/ <br />ACI 318-08 Eq. (D-11) <br />IVcp,N <br />= MAX (C1' nln ... 1. N) 5 1.0 <br />Sao cac <br />ACI 318-08 Eq. (D-13) <br />No <br />= ke a Vfc hef5 <br />ACI 318-08 Eq. (D-7) <br />Variables <br />kcp hef [in.] ec1.N [in.] e1,2,N [in.] c.,min [in.] <br />2 3.250 0.000— 0.000 <br />Ipc,N cac [in.] kc } fe [psi] <br />1.000 6.000 17 1 4000 <br />Calculations <br />AN. [In z] <br />ANcO [in. <br />IVect,N <br />y1ec2.N IIIed,N IVcp.N Nb [lb] <br />217.56 <br />95.06 <br />1.000 <br />1.000 1.000 1.000 6299 <br />Results <br />Vcpn [lb] <br />� concrete <br />V [lb] <br />...........28.834 .......... <br />- 0.700 ._..............._......._. <br />._V�p9._[lb]..... <br />20184-............._._._..._2800.._................ <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! <br />PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hild AG, Schaan <br />25 <br />