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CITY OF SANTA ANA <br />Planning and Building Agency <br />DEWALT DESIGN ASSIST 1.7.8.1 <br />D EWAL1' Anchors <br />Pryout Strength <br />ACI 318-19 17.7.3 <br />Equations <br />vcpg — kcp ' Ncpg <br />Ncbg — (ANc / ANcO) qjec,N 'Ped,N • qjc,N Ycp,N • Nb <br />Nb=ke.ka. (fe)0.5.hefl.5 <br />Variables <br />ANc (in') ANcO ( 2) �ec,N <br />Ted,N <br />Tc,N <br />189.063 95.063 1.000 <br />1.000 <br />1.000 <br />oac (in) kc ka <br />hef (in) <br />fc (psi) <br />10.000 17.000 1.000 <br />3.25 <br />2500.000 <br />Nb (lb) kcp Ncpg (lb) <br />cp <br />4980.168 2.000 9904.673 <br />0.70 <br />Results <br />cpvepg = 13867.00 lb <br />V ua = 247 lb <br />Utilization = 1.8% <br />Tcp,N <br />1.000 <br />Page 9 <br />Approved <br />FOR PERMIJ ISSUANCE <br />3/23/2026 <br />,vaster iu: V <br />Date: ._. <br />a <br />a <br />' � a <br />v <br />Eqn. 17.7.3.1b <br />Eqn. 17.6.2.1b <br />Eqn. 17.6.2.2.1 <br />Table 17.5.2 <br />Input data and results must be checked for agreement with the existing conditions, the standards and guidelines and must be checked for plausibility <br />