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CITY OF SANTA ANA <br />Planning and Building Agency <br />D EWALT <br />DEWALT DESIGN ASSIST 1.7.8.1 <br />Anchors <br />9.Load Distribution <br />Max. concrete compressive strain: <br />0.156 <br />% <br />Max. concrete compressive stress: <br />679.441 <br />psi <br />Resulting tension force: <br />2577.399 <br />lb <br />Resulting compression force: <br />2761.399 <br />lb <br />Resulting anchor forces / Load distribution <br />Anchor Eccentricity <br />ex 0 in ey 0 <br />Profile Eccentricity <br />ex 0 in ey 0 <br />Page 4 <br />Approved <br />FOR PERMIJ ISSUANCE <br />3/23/2026 <br />MaNkQ: <br />in <br />in <br />Anchor <br />Tension Load (lb) <br />Shear Load (lb) <br />Component Shear Load (lb) <br />Anchor Coordinates (in) <br />Shear X Shear Y <br />X <br />y <br />1 <br />1288.70 <br />61.8 <br />0.0 61.8 <br />2.000 <br />2.000 <br />2 <br />0.00 <br />61.8 <br />0.0 61.8 <br />2.000 <br />-2.000 <br />3 <br />1288.70 <br />61.8 <br />0.0 61.8 <br />-2.000 <br />2.000 <br />4 <br />0.00 <br />61.8 <br />0.0 61.8 <br />-2.000 <br />-2.000 <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 />