Laserfiche WebLink
jose@ramirezstructural.com <br />(562) 519-6045 <br /> <br />Company:RAMIREZ STRUCTURAL Date:2/17/2023 <br />Engineer:JOSE RAMIREZ Page:3/5 <br />Project:24-221 <br />Address:3535 W Garry Ave <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.3.2404.1 <br /><Figure 2> <br />3. Resulting Anchor Forces <br />Anchor Tension load, <br />Nua (lb) <br />Shear load x, <br />Vuax (lb) <br />Shear load y, <br />Vuay (lb) <br />Shear load combined, <br />√(Vuax)²+(Vuay)² (lb) <br />1 670.0 0.0 900.0 900.0 <br />Sum 670.0 0.0 900.0 900.0 <br />Maximum concrete compression strain (‰): 0.00 <br />Maximum concrete compression stress (psi): 0 <br />Resultant tension force (lb): 670 <br />Resultant compression force (lb): 0 <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 />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 Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com <br />ENGINEERED BY: <br />JOSE RAMIREZ, PE <br /> <br />JOB: 3535 W GARRY AVE <br />JOB NO.: 24-221 <br /> <br /> <br />DATE:05/15/24 <br /> <br />SHEET NO.: 27/29