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D EWALT <br />I I.Design Proof Tension Loading <br />Steel Strength <br />ACI 318-19 17.6.1 <br />Variables <br />Nsa (lb) T <br />10445.000 0.75 <br />Results <br />(pN sa <br />Nua = <br />Utilization = <br />Concrete Breakout Strength <br />ACI 318-1917.6.2 <br />DEWALT DESIGN ASSIST 1.7.8.1 <br />Anchors <br />7834.0 lb <br />1288.7 lb <br />16.5% <br />Equations <br />Ncbg = (ANc / ANcO) • Tec,N • Ted,N <br />• Tc,N Tcp,N Nb <br />Nb=ke.?a. (fc)0.5 <br />hefl.5 <br />Variables <br />ANc (jnZ) <br />ANc0 (in') <br />Tec,N <br />TedN <br />134.062 <br />95.062 <br />1.000 <br />1.000 <br />eac (in) <br />kc <br />ka <br />f c (Psi) <br />10.000 <br />17.000 <br />1.000 <br />2500 <br />Nb (lb) <br />T <br />(Pseis <br />4980.170 <br />0.65 <br />0.750 <br />Results <br /><pNebg <br />= <br />3424 lb <br />N. <br />= <br />2577.0 lb <br />Utilization <br />= <br />75.3% <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Page 6 <br />Approved <br />FOR PERMI1 ISSUANCE <br />3/23/2026 <br />VI <br />rN <br />D - A . D <br />a ,d V <br />a <br />D <br />a <br />Table 17.5.2 <br />tN <br />s <br />A' < ' <br />.tea <br />Eqn. 17.6.2.1 b <br />Eqn. 17.6.2.2.1 <br />Tc,N Tcp,N <br />1.000 1.000 <br />hef (in) <br />3.25 <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 />