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DEWALT DESIGN ASSIST 1.7.4.0 Page 2 <br /> DEWALT 2025_02_19 Anchorage Worst-Case Equipment <br /> 2/19/2025 <br /> S.Geometric Conditions <br /> � x <br /> hslab 8 in hmin 6.375 in <br /> Edge Cx- oo in emin 1.750 in <br /> Edge Cx+ 48 in cac 12.143 in <br /> Edge Cy- 00 to Smin 3.000 in <br /> Edge Cy+ 48 in <br /> 6.Summary Results <br /> Tension Loading <br /> Design Proof Detnand(lb) Capacity(lb) Utilization Status Critical <br /> Steel Strength: 1567.70 12712.00 0.123 OK <br /> Concrete Breakout Strength: 1568.00 8736.00 0.179 OK Controls <br /> Bond Strength 1568.00 9669.00 0.162 OK <br /> Shear Loading <br /> Design Proof Demand(lb) Capacity(lb) Utilisation Status Critical <br /> Steel Strength 2240.00 6610.00 0.339 OK Controls <br /> Concrete Breakout Strength: 2240.00 41421.00 0.054 OK <br /> Pryout Strength 2240.00 18816.00 0.119 OK <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 project 2405-0007 date 2/25/2025 <br /> Peterson Structural Engineers,Inc. <br /> www.psengineers.com designer TJC sheet 44 of 46 <br /> PETERM STRUCTURAL ENGIREERS <br />