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CITY OF SANTA ANA <br />Planning and Building Agency <br />Flilti PROFIS Engineering 3.1.23 <br />www.hiitl.com <br />Company: — — — — — — — <br />Address: <br />Page: <br />Phone I Fax: I <br />Specifier: <br />Design: Concrete - Oct 15, 2025 <br />E-Mail: <br />Date: <br />Fastening point: <br />4.2 Pryout Strength <br />Vcpg - kcp C\Apcp/ tVec,N tlfed,N tVc,N Wop,N Nb <br />ACI 318-19 Eq. (17.7.3.1b) <br />VON z V e <br />ACI 318-19 Table 17.5.2 <br />ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2,1(b) <br />2 <br />ANcO = 9 hot <br />ACI 318-19 Eq. (17,6.2.1.4) <br />yr ec,N ' ` 1 + eN < 1.0 <br />iher <br />ACI 318-19 Eq. (17.6.2.3.1) <br />1 <br />tIJ ed,N = 0.7 + 0.3 \1 5her n / < 1'0 <br />ACI 318-19 Eq. (17.6.2.4.1b) <br />W cp,N = MAX(c , 1 Sher) 5 1.0 <br />ACI 318-19 Eq. <br />oe f <br />(17.6.2.6.1b) <br />�m�ac <br />Nb — kc ka Vfc hetfi <br />ACI 318-19 Eq. (17.6.2.2.1) <br />Variables <br />kop her [in.] ec1 N [in.] <br />e,2 N [in.] min [in.] <br />2 2,500 0.000 <br />0.000 M <br />tp c,N coo [in.] ko <br />a fc [psi] <br />1,000 6.750 21 <br />1.000 2,500 <br />Date: <br />Approved <br />PERMIT ISSUANCE <br />Calculations <br />z A 2 <br />AN, [in. ] "Noe [in• ] W eci.N Vf ec2,N lved,N tlrcp,N Nb [lb] <br />102.16 56.25 1.000 1.000 1.000 1.000 4,150 <br />Results <br />Voya [lb] <br />+ concrete <br />+seismic <br />�nonduetlle <br />+ V [lb] Vua fib] <br />15,076 <br />0.700 <br />1.000 <br />1,000 <br />10,653 1,575 <br />5 Combined tension and shear loads, <br />per ACI 318-19 section 17.8 <br />RN <br />PV <br />Utilization pN v [%] <br />Status <br />0.647 <br />0.176 <br />5/3 <br />54 <br />OK <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c) 2003-2025 Hlltt AG, FL-9494 Schaan Hild is a registered Trademark of HIM AG, Schaan <br />61 <br />I1° 6 5 <br />