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CITY OF SANTA ANA <br />Planning and Building Agency <br />l•7I►��l'1+Y•]i,■ Anchor DesignerT"" <br />Software <br />Version 2.7.6990.18 <br />a <br />3.Resulting Anchor Forces <br />Anchor Tension load, <br />Nua (lb) <br />Company: <br />Date: <br />W2/2023 <br />Engineer: <br />I Page: <br />Project: <br />PERMIT <br />Address: <br />Phone: <br />E-mail: <br />Shear load x, Shear load y, <br />Vuax (lb) Vuay (lb) <br />1 7288.0 0.0 0.0 0.0 <br />Sum 7288.0 0.0 0.0 0.0 <br />Maximum concrete compression strain (%a): 0.00 <br />Maximum concrete compression stress (psi): 0 <br />Resultant tension force (lb): 7288 <br />Resultant compression force (lb): 0 <br />Eccentricity of resultant tension forces in x-axis, e'N. (inch): 0.00 <br />Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 <br />4 Steel Strength of Anchor in Tension (Sec. 17.4.1) <br />Nse (lb) 0 ON.. (lb) <br />13110 0.75 9833 <br />Date: <br />load combined, <br />5 Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) <br />Nb = ke, ,.�Feh& -' (Eq. 17.4.2.2a) <br />ko A.e f(psi) het (in) Nb (lb) <br />17.0 1.00 2500 12.500 37565 <br />0.75^b = 0.750 (ANc/ANw)Ved,NTc,N:Fcp,NNb (Sec. 17.3.1 & Eq. 17.4.2.1a) <br />ANc (In2) AN. (In2 ca,m (m) %d,N TC,N V p,N Nb (lb) 0 0.750Ncb (lb) <br />768.75 1406.25 1.75 0.728 1.00 1.000 37565 0.65 7288 <br />6. Adhesive Strenath of Anchor in Tension (Sec. 17.4.5) <br />Zk,cr =-z-kcrfshort-termKset(fc72,500)naN.seis <br />Ived <br />ISSUANCE <br />Zk'w (psi) f hart -term <br />Ksat <br />mvN is <br />fc (psi) n <br />2k,cr (psi) <br />1356 1.00 <br />1.00 <br />1.00 <br />2500 0.24 <br />1356 <br />Nb. = A, r%rzdehet(Eq. 17.4.5.2) <br />A a r� (psi) <br />da (in) <br />he (in) <br />Nb. (lb) <br />1.00 1356 <br />0.63 <br />12.500 <br />33281 <br />0.750Ne = 0.750 (ANa/ANa0) %d,Na Vcp,NaNba <br />(Sec. 17.3.1 & Eq. 17.4.5.1 a) <br />AN. (In2) ANao (in2) <br />cNa (In) <br />ca,min (in) <br />%d,Na Fp, Na <br />Nao (lb) 0 0.750Na (lb) <br />184.22 307.10 <br />8.76 <br />1.75 <br />0.760 1.000 <br />33281 0.65 7396 <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />Simpson. Strong -Tie Compony Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com <br />