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Company:Date:12/29/2025 <br />Engineer:Page:1 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.4.2512.1 <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: Cast-in-place <br />Material: F1554 Grade 36 <br />Diameter (inch): 1.000 <br />Effective Embedment depth,hef (inch): 5.000 <br />Anchor category:- <br />Anchor ductility: Yes <br />hmin (inch): 7.63 <br />Cmin (inch): 6.00 <br />Smin (inch): 6.00 <br />Base Material <br />Concrete: Normal-weight <br />Concrete thickness,h (inch): 18.00 <br />State: Uncracked <br />Compressive strength, f’c (psi): 2500 <br />Reinforcement condition:B tension,B shear <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 />Recommended Anchor <br />Anchor Name: Custom CIP Anchor &Steel Plate Washer -1"Ø F1554 Gr. 36 (2.50 x 2.50 x 0.38) <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 />69