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35 <br />• Anchor DesignerTm <br />Software <br />? Version 2.5.6163.1 <br />3. Resulting <br />Anchor Forces <br />Anchor <br />Tension load, <br />Shear load x, <br />Shear load y, <br />Shear load combined, <br />Nu. (Ib) <br />VQ- (Ib) <br />Vuey Cib) <br />1i(V, a.)2+(Vuay)2 (lb) <br />1 <br />718.0 <br />574.0 <br />0.0 <br />574.0 <br />Sum <br />718.0 <br />574.0 <br />0.0 <br />574.0 <br />Maximum concrete compression strain (%,): 0.00 <br />Maximum concrete compression stress (psi): 0 <br />Resultant tension force (lb): 718 <br />Resultant compression force (lb): 0 <br />Eccentricity of resultant tension forces in x-axis, e'w (inch): 0.00 <br />Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 <br />Eccentricity of resultant shear farces in x-axis, eV Cinch): 0.00 <br />Eccentricity of resultant shear forces in y-axis, Wvy (inch): 0.00 <br />4, Steel Strength of Anchor in Tendon (Sec. 17.4.1) <br />Nse (Ib) 0 ON.. (ib) <br />10890 0.65 7079 <br />5.Concrete Breakout Strength of Anchor in Tension (Sec. 17,4.2) <br />Nb = k.A.4f �herss (Eq. 17.4.2.2a) <br />k. A. f. (psi) her (in) Nb Qb) <br />24.0 1.00 3000 2.190 4260 <br /><Figure 3> <br />ONcb = b (ANcIA&o)Y'ed,NY'.,NY�gmNb (Sec. 17.3.1 & Eq. 17.4.2.1a) <br />Aft (in?) AN,. (in?) ca,mm (in) WedN Y/c,N 'PC,N Nb (Ib) 0 ¢N�b (ib) <br />36.36 43.16 2.25 0.905 1.00 0.992 4260 0.65 2095 <br />6. Pullout Strength of Anchor in Tension (Sec, 17,4.31 <br />¢NPP = OToPA-NP(&1 Z500)° (Sec. 17.3.1, Eq. 17.4.3.1 & Code Report) <br />W,,P Aa Np (lb) f� (ps) n 0 ONp (Ib) <br />1.0 1.00 3879 3000 0.50 0.65 2762 <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.564.9444 Fax: 925.847.387i www.strongtie.com <br />