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DEWALT DESIGN ASSIST 1.7.6.0 Page 1 <br />10010 - Collectors Column Base <br />8/6/2025 <br />1.Project Information <br />Company:Steele Solutions, Inc. <br />Project Engineer:Tyler Drouin <br />Address:6737 W Washington St #2300 Milwaukee, WI 53214 <br />Phone:M: P: 414-367-5178 <br />Email:tyler.drouin@steelesolutions.com <br />Project Name:Untitled <br />Project Address:Untitled <br />Notes: <br />2.Selected Anchor Information <br />Selected Anchor :Power-Stud+ SD1 <br />Brand:DEWALT <br />Material:3/8" Ø Medium Carbon Steel <br />Embedment:2.00hef in h nom 2.375 in <br />Approval:ICC-ES ESR-2818 <br />Issued/Revision:Dec,2024 - <br />Drill method:Hammer Drilled <br />3.Design Principles <br />IBC 2018 <br />ACI 318-19 <br />U = 1.2 ( D + F ) + 1.6 ( H ) + 0 ( S ) + 2 ( E ) + 0 ( <br />L ) <br />Load Combinations: <br />Design Method: <br />Seismic Loading:Tension 17.10.5.3(d)Shear 17.10.6.3(c)Ω o=2 <br />4.Base Material Information <br />Strength <br />Base Plate: <br />FalseShearFalseTension <br />Tension No (Condition B)Shear No (Condition B) <br />None or < #4 Rebar <br />Controls Breakout <br />Spacing <br />Edge Reinforcement <br />Reinforcement: <br />Concrete: <br />Type: <br />psi3000 <br />Cracked Normal Weight Concrete <br />psi36000 <br />HeightNone <br />Lengthin0.375Thickness <br />0 <br />8 <br />in <br />in Width 8 inSizing <br />Standoff <br />Strength <br />Profile:4 X 4 X 0.188HSS Rectangular <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 />Page 9.1