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DENALT DESIGN ASSIST 1.7.4.0 Page 2 <br /> DEWALT. 2025_02_19 Anchorage IOft Tank <br /> 2/19/2025 <br /> S.Geonetric Conditions <br /> "slab 24 in ltmin 8.000 in <br /> Edge Cx- w ill cmin 1.750 in <br /> Edge Cx+ 13.5 in cac 8.533 in <br /> Edge Cy- m in cmin 4.750 in <br /> Edge Cy+ 8 in <br /> 6.Suinmary Results <br /> Tension Loading <br /> Design Proof Demand(lb) Capacity(lb) Utilization Status Critical <br /> Steel Strength: 6160.80 34071.00 0.181 OK <br /> Concrete Breakout Strength: 6161.00 10157.00 0.607 OK Controls <br /> Bond Strength 6161.00 12931.00 0.476 OK <br /> Shear Loading <br /> Design Proof Dcmand(lb) Capacity(lb) Utilization Status Critical <br /> Steel Strength 10412.00 17717.00 0.588 OK <br /> Concrete Breakout Strength: 10412.00 15139.00 0.688 OK Controls <br /> Pryout Strength 10412.00 21877.00 0.476 OK <br /> Note that concrete edge breakout controls, so <br /> edge case was analyzed at thickened edge. <br /> Steel capacity is adequate. <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 /> PSE <br /> project 2405-0007 date 2/25/2025 <br /> Peterson Structural Engineers,Inc. <br /> www.psengineers.com designer TJC sheet 40 of 46 <br /> PHERSON STRUCTURAL ERGINCERS <br />