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Company:Date:6/27/2025 <br />Engineer:Page:1 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.3.2410.2 <br />1.Project information <br />Project description: <br />Location: <br />Design name: Design <br />Comment: <br />2. Input Data & Anchor Parameters <br />General <br />Design method:ACI 318-19 <br />Units: Imperial units <br />Anchor Information: <br />Anchor type: Torque controlled expansion anchor <br />Material: Carbon Steel <br />Diameter (inch): 0.500 <br />Nominal Embedment depth (inch): 3.875 <br />Effective Embedment depth, hef (inch): 3.375 <br />Code report: ICC-ES ESR-3037 <br />Anchor category: 1 <br />Anchor ductility: Yes <br />hmin (inch): 6.00 <br />cac (inch): 7.50 <br />Cmin (inch): 4.00 <br />Smin (inch): 2.75 <br />Base Material <br />Concrete: Normal-weight <br />Concrete thickness, h (inch): 13.78 <br />State: Cracked <br />Compressive strength, f’c (psi): 2500 <br />Ψc,V: 1.0 <br />Reinforcement condition: B tension, B shear <br />Supplemental edge reinforcement: Not applicable <br />Reinforcement provided at corners: No <br />Ignore concrete breakout in tension: No <br />Ignore concrete breakout in shear: No <br />Ignore 6do requirement: Not applicable <br />Build-up grout pad: No <br />Recommended Anchor <br />Anchor Name: Strong-Bolt® 2 - 1/2"Ø STB2, hnom:3.875" (98mm) <br />Code Report: ICC-ES ESR-3037 <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com