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DENALT DESIGN ASSIST 1.7.4.0 Page 4 <br /> DEWALT. 2025_02_19 Anchorage Worst-Case Equipment <br /> 2/19/2025 <br /> 9.Load Distribution <br /> Max.concrete compressive strain: 0.000 % Anchor Eccentricity <br /> Max.concrete compressive stress: 0.000 psi ex 0 in ey 0 in <br /> Resulting tension force: 1567.700 lb Profile Eccentricity <br /> Resulting compression force: 0.000 lb ex 0 in ey 0 in <br /> Resulting anchor forces/Load distribution <br /> Anchor Tension Load (lb) Shear Load (lb) Component Shear Load (lb) Anchor Coordinates (in) <br /> Shear X Shear Y X Y <br /> 1 1567.70 2240.0 2240.0 0.0 0.000 0.000 <br /> Input data and results must be checked for agmcment with the existing conditions,the standards and guidelines and must be checked for plausibility <br /> PSE project 2405-0007 date 2/25/2025 <br /> Peterson Structural Engineers,Inc. <br /> www.psengineers.com designer TJC sheet 46 of 46 <br /> PETERSONSTRUCTLUM ENGINEERS <br />