Laserfiche WebLink
www.hilti.us <br />Company: _ Martin Consulting Group, Inc. <br />Specifier. Jon Martin <br />Address: 2204 Plaza Drive, Suite 130 <br />Phone I Fax: 916-256-4816 ] <br />E -Mail: jonm@martinconsultinggroup.biz <br />3.2 Concrete Breakout Strength <br />ANc <br />N, _ (ANcO ) �lj ed.N Ni c.N W cp N Nb <br />Ncb a Nua <br />AN, see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) <br />ANco = 9 het <br />1 <br />4r ec'N — 1+ 2 eN 1.0 <br />3 her <br />of ed.N = 0.7 + 0.3 ca.min5 1.0 <br />1.5h,) <br />IV cP,N = MAX f Ca�min 1.5het� <br />tl Cac <br />C. <br />Nb = kc i. a hei5 <br />Page: <br />Project: <br />Sub -Project I Pos. No.: <br />Date: <br />ACI 318-14 £q, (17.4.2.1a) <br />ACI 318-14 Table 17,3.1.1 <br />ACI 318-14 Eq. (17.4210) <br />ACI 318-14 Eq. (17.4.2.4) <br />ACI 318-14 Eq. (17,4.2,5b) <br />ACI 318-14 Eq, (17.4,2.7b) <br />ACI 318-14 Eq. (17.4.2,2a) <br />Variables <br />---- her [in.] ec,.N [in.] ecz.N [in.) ca.min [in.] W oN <br />2.000------0.000 —0.000 - -----1.000 -- <br />.. <br />ca. �ln,) --keX a fc [ Sq <br />4.500 17 1.000 2,500 <br />Calculations <br />/ \ <br />AN. fin -1 AN a fin.'} Vr ed.N[Ib] <br />36.00 36.00 1.000 1.000 -1.000 1.000 2,404 <br />Results <br />--- - Ncb [Ib) --- concrete � seismic nonductile Na [lb] Nua (!b) <br />2,404 0.650 - 0.750 —� 1,000 1,172 --- 1 --- <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! ~` <br />PROFIS Anchor ( c ) 2003-2008 HIM AG, FL -9494 Schaan Hiili is a registered Trademark of Hiiti AG, Schaw <br />