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SW LINE A EPDXY CALC <br /> Company: Date: 10/18/2023 <br /> Anchor D9SignerTM <br /> Engineer: Page: 1/5 <br /> Software Pro <br /> Version 3.22309.2 Address: <br /> e <br /> Phone: <br /> E-mail: <br /> ,. - <br /> 1.Proiect 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):48.00 <br /> State:Cracked <br /> Anchor information: Compressive strength,F (psi):3000 <br /> Anchor type: Bonded anchor 4jc.v:1.0 <br /> Material:F1554 Grade 36 Reinforcement condition:B tension,B shear <br /> Diameter(inch):0.625 Supplemental edge reinforcement:Not applicable <br /> Effective Embedment depth,he(inch):12,000 Reinforcement provided at comers:No <br /> Code report:[CC-ES ESR-4057 Ignore concrete breakout in tension:No <br /> Anchor category:- Ignore concrete breakout in shear:No <br /> Anchor ductility:Yes Hole condition:Dry concrete <br /> hmin(inch):13.38 Inspection:Continuous <br /> cae(inch):21.86 Temperature range,Short/Long:150/110°F <br /> Cmin(inch):1.75 Reduced installation torque(for AT-3G):Not applicable <br /> Smin(inch):3.00 Ignore Edo requirement:Not applicable <br /> Build-up grout pad:No <br /> Recommended Anchor <br /> Anchor Name:SET-3GTM-SET-3G w/5/8"0 F1554 Gr.36 <br /> Code Report:ICC-ES ESR-4057 <br /> (0 ki <br /> to <br /> w <br /> ..tart <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 Stron g-i ie Compen,,in 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fa)c 925.847.3871 www.strongtie,com <br />