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jose@ramirezstructural.com <br />(562) 519-6045 <br /> <br />Company:RAMIREZ STRUCTURAL Date:2/17/2023 <br />Engineer:JOSE RAMIREZ Page:1/5 <br />Project:24-221 <br />Address:3535 W Garry Ave <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.3.2404.1 <br />1.Project information <br />Project description: <br />Location: <br />Fastening description: <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): 0.375 <br />Nominal Embedment depth (inch): 2.875 <br />Effective Embedment depth, hef (inch): 2.500 <br />Code report: ICC-ES ESR-3037 <br />Anchor category: 1 <br />Anchor ductility: Yes <br />hmin (inch): 4.50 <br />cac (inch): 6.00 <br />Cmin (inch): 6.00 <br />Smin (inch): 3.00 <br />Base Material <br />Concrete: Normal-weight <br />Concrete thickness, h (inch): 5.00 <br />State: Cracked <br />Compressive strength, f’c (psi): 2500 <br />Ψc,V: 1.0 <br />Reinforcement condition: Supplementary reinforcement not present <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 - 3/8"Ø STB2, hnom:2.875" (73mm) <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 <br />ENGINEERED BY: <br />JOSE RAMIREZ, PE <br /> <br />JOB: 3535 W GARRY AVE <br />JOB NO.: 24-221 <br /> <br /> <br />DATE:05/15/24 <br /> <br />SHEET NO.: 25/29