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• <br /> SIMPSON Anchor Designer TM Company: Date: 10/31/2022 <br /> Engineer: Page: 1/5 <br /> —g_ • Software Project: <br /> Strong- Version 3.0.7947.0 Address: <br /> Phone: <br /> E-mail: <br /> 1.Project information <br /> Customer company: Project description: <br /> Customer contact name: Location: <br /> Customer e-mail: Fastening description: <br /> Comment: <br /> 2.Input Data&Anchor Parameters <br /> General Base Material <br /> Design method:ACI 318-14 Concrete: Normal-weight <br /> Units: Imperial units Concrete thickness,h(inch):6.00 <br /> State: Cracked <br /> Anchor Information: Compressive strength,f'c(psi):2500 <br /> Anchor type:Torque controlled expansion anchor 4'e,v: 1.0 <br /> Material:Carbon Steel Reinforcement condition: B tension,B shear <br /> Diameter(inch):0.625 Supplemental reinforcement:Not applicable <br /> Nominal Embedment depth(inch):3.375 Reinforcement provided at corners:No <br /> Effective Embedment depth,her(inch):2.750 Ignore concrete breakout in tension: No <br /> Code report: ICC-ES ESR-3037 Ignore concrete breakout in shear:No <br /> Anchor category: 1 Ignore 6do requirement: Not applicable <br /> Anchor ductility:Yes Build-up grout pad: No <br /> hmin(inch):5.50 <br /> cee(inch):7.50 Base Plate <br /> Cmin(inch):8.00 Length x Width x Thickness(inch): 12.00 x 12.00 x 1.00 <br /> Smin(inch):2.75 <br /> Recommended Anchor <br /> Anchor Name: Strong-Bolt®2-5/8"0 CS Strong-Bolt 2, hnom:3.375"(86mm) <br /> Code Report: ICC-ES ESR-3037 <br /> II rill, 'i!'".; !'il1. a111i.1 ii :11� SOP .. <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> 37/81 <br />