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DEWALT DESIGN ASSIST 1.7.6.0 Page 4 <br />10010 - Collectors Column Base <br />8/6/2025 <br />9.Load Distribution <br />Max. concrete compressive strain:Anchor Eccentricity0.112 % <br />Max. concrete compressive stress:486.258 psi ex 0 in ey 0 in <br />lb2149.819Resulting tension force:Profile Eccentricity <br />lb2029.804Resulting compression force:ex 0 in ey 0 in <br />Resulting anchor forces / Load distribution <br />Anchor Tension Load Component Shear Load (lb)(in) <br />Shear X Shear Y <br />Anchor Coordinates <br />X Y <br />(lb)Shear Load (lb) <br />1 0.00 60.0 60.0 0.0 3.250 3.250 <br />2 0.00 60.0 60.0 0.0 3.250 -3.250 <br />3 1074.91 60.0 60.0 0.0 -3.250 3.250 <br />4 1074.91 60.0 60.0 0.0 -3.250 -3.250 <br />Input data and results must be checked for agreement with the existing conditions, the standards and guidelines and must be checked for plausibility <br />Page 9.4