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Anchor Designer TM for company: D.S.Engineering Date: 5/15/2024 <br /> Engineer: Don Shin PE,SE#28398 Page: 314 <br /> Concrete Software <br /> ® , Project: <br /> Version 3.3.2404.1 Address: 2333 Seaway Blvd,Everett,WA 98203 <br /> Phone: <br /> E-mail: <br /> <Figure 2> <br /> 4.50 4.50 <br /> 0 <br /> 8 <br /> 00 25.50 <br /> 3.Resulting Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nua(lb) Vuax(lb) Way(lb) 0Uax)2+(Vuay)2(lb) <br /> 1 0.0 0.0 716.7 716.7 <br /> 2 0.0 0.0 716.7 716.7 <br /> 3 0.0 0.0 716.7 716.7 <br /> Sum 0.0 0.0 2150.0 2150.0 <br /> Maximum concrete compression strain(°/6):0.00 <Figure 3> <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(lb):0 <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 01 Y 03 <br /> Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 <br /> X <br /> ... ......... ...... ... ......... ......... ._ ...... ................ . .. ........... ...... ..... <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 St.!ong fie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> LTA <br />