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Company:DOTec Corp.Date:4/5/2023 <br />Engineer:AG Page:1/6 <br />Project:TERA WRAY <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.0.7947.0 <br />1.Project information <br />Customer company: <br />Customer contact name: <br />Customer e-mail: <br />Comment: <br />Project description: <br />Location: <br />Fastening description: <br />2. Input Data & Anchor Parameters <br />General <br />Design method:ACI 318-14 <br />Units: Imperial units <br />Anchor Information: <br />Anchor type: Torque controlled expansion anchor <br />Material: Carbon Steel <br />Diameter (inch): 0.625 <br />Nominal Embedment depth (inch): 3.625 <br />Effective Embedment depth, hef (inch): 3.000 <br />Code report: ICC-ES ESR-3037 <br />category: 1 <br />ductility: Yes <br />hmin (inch): 5.84 <br />cac (inch): 7.71 <br />Cmin (inch): 7.06 <br />Smin (inch): 4.16 <br />Base Material <br />Concrete: Normal-weight <br />Concrete thickness, h (inch): 6.00 <br />State: Uncracked <br />Compressive strength, f’c (psi): 3000 <br />Ψc,V: 1.4 <br />Reinforcement condition: B tension, B shear <br />Supplemental 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: Not applicable <br />Build-up grout pad: No <br />Base Plate <br />Length x Width x Thickness (inch): 14.00 x 14.00 x 0.50 <br />Yield stress: 36000 psi <br />Profile type/size: HSS8X8X1/4 <br />Recommended Anchor <br />Anchor Name: Strong-Bolt® 2 - 5/8"Ø CS Strong-Bolt 2, hnom:3.625" (92mm) <br />Code Report: ICC-ES ESR-3037 <br />5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />Page 39 of 44 <br />3201 S Halladay St <br />5/5/2025