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D EWALT <br />IO.Base Plate Analysis <br />Stress Distribution <br />S— DE tr b,ti00 ro YWd <br />(W) <br />' )2i00 <br />11B9W <br />]OB00 <br />I Ox� <br />Details <br />Material <br />Yield Stress <br />Elastic Modulus <br />Poisson's Ratio <br />Safety Factor <br />Profile Type <br />Max Stress <br />Base Plate Thickness <br />Base Plate Utilization <br />E / (fy * Y) <br />DEWALT DESIGN ASSIST 1.7.8.1 <br />Anchors <br />A36 <br />fy <br />36000 <br />psi <br />E <br />29000000 <br />psi <br />v <br />0.27 <br />y <br />0.9 <br />PIPE <br />SCHEDULE 40 <br />2-1/2" <br />E <br />29706 <br />psi <br />tp <br />0.375 <br />in <br />91.7% <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Page 5 <br />Approved <br />FOR PERMI1 ISSUANCE <br />3/23/2026 <br />� Yr <br />MaaQ: <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 />