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Company:Date:8/16/2024 <br />Engineer:A.T.Page:4/6 <br />Project:23033/TRASH ENCLOSURE <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.0.7947.0 <br />Shear load y, <br />Vuay (lb) <br />Anchor Tension load, <br />Nua (lb) <br />3. Resulting Anchor Forces <br />Shear load combined, <br />√(Vuax)²+(Vuay)² (lb) <br />Shear load x, <br />Vuax (lb) <br />0.01 0.0 329.0329.0 <br />2318.12 0.0 329.0329.0 <br />2318.13 0.0 329.0329.0 <br />0.04 0.0 329.0329.0 <br />0.0 1316.0Sum4636.2 1316.0 <br />Maximum concrete compression strain (‰): 0.22 <br />Maximum concrete compression stress (psi): 950 <br />Resultant tension force (lb): 0 <br />Resultant compression force (lb): 6405 <br />Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 <br />Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 <br />Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00 <br />Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 <br /><Figure 3> <br />4. Steel Strength of Anchor in Tension (Sec. 17.4.1) <br />Nsa (lb)f fNsa (lb) <br />11975 0.75 8981 <br />6. Pullout Strength of Anchor in Tension (Sec. 17.4.3) <br />fNpn = fYc,PNp = fYc,P8A brgf’c (Sec. 17.3.1, Eq. 17.4.3.1 & 17.4.3.4) <br />Yc,P Abrg (in2)f’c (psi)f fNpn (lb) <br />1.0 0.59 2500 0.70 8246 <br />5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />21 <br />1430 E Edinger Ave <br />3/27/2025