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• Anchor DesignerT"" Company:for C an STRUCTURAL DESIGN Date: 2/17/2023 <br /> y ASSOCIATES <br /> Concrete Software Engineer: CHRIS LALONDE Page: 3/5 <br /> Version 3.3.2404.1 Project: SDA#10052 <br /> Address: 3006 RUCKER AVE EVERETT,WA 98201 <br /> Phone: (425)-339-0293 <br /> E-mail: CLALONDE@SDAEVERETT.COM <br /> <Figure 2> <br /> O <br /> e O <br /> 4.37 24.00 <br /> 28.37 <br /> 3.Resulting Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nua(lb) Vuax(lb) Vuay(lb) 4(Vuax)2+(Vuay)2(lb) <br /> 1 930.0 0.0 0.0 0.0 <br /> Sum 930.0 0.0 0.0 0.0 <br /> Maximum concrete compression strain(%o):0.00 <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(lb):930 <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 /> 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 />