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Company:Date:2/22/2023 <br />Engineer:Page:1/5 <br />Project: <br />Address: <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: Cast-in-place <br />Material: AB_H <br />Diameter (inch): 0.750 <br />Effective Embedment depth, hef (inch): 24.000 <br />Anchor category: - <br />Anchor ductility: Yes <br />hmin (inch): 26.25 <br />Cmin (inch): 4.50 <br />Smin (inch): 4.50 <br />Base Material <br />Concrete: Normal-weight <br />Concrete thickness, h (inch): 69.00 <br />State: Uncracked <br />Compressive strength, f’c (psi): 2500 <br />Reinforcement condition: Supplementary reinforcement not present <br />Supplemental edge reinforcement: No <br />Reinforcement provided at corners: No <br />Ignore concrete breakout in tension: No <br />Ignore concrete breakout in shear: No <br />Ignore 6do requirement: No <br />Build-up grout pad: No <br />Base Plate <br />Length x Width x Thickness (inch): 13.00 x 14.00 x 0.25 <br />Recommended Anchor <br />Anchor Name: PAB Pre-Assembled Anchor Bolt - PAB6H (3/4"Ø) <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