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1:1*61 Anchor DesignerT"' Company: Date: 6/6/2023 <br /> Engineer: Page: 1/5 <br /> - ` Software Project: <br /> Version 3.1.2303.1 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 Parameter <br /> General Base Material <br /> Design method:ACI 318-19 Concrete:Normal-weight <br /> Units: Imperial units Concrete thickness,h(inch):24.00 <br /> State:Uncracked <br /> Anchor Information: Compressive strength,fc(psi):2500 <br /> Anchor type: Bonded anchor 4Jo,v: 1.0 <br /> Material:A615 Grade 60 Rebar Reinforcement condition:Supplementary reinforcement present <br /> Diameter(inch):0.625 Supplemental edge reinforcement:No <br /> Effective Embedment depth,her(inch):8.000 Reinforcement provided at corners:Yes <br /> Code report:ICC-ES ESR-2508 Ignore concrete breakout in tension:No <br /> Anchor category:- Ignore concrete breakout in shear:No <br /> Anchor ductility: No Hole condition:Dry concrete <br /> hroi (inch): 11.75 Inspection:Continuous <br /> cap(inch): 12.43 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-XP®-SET-XP w/#5 A615 Gr.60 Rebar <br /> Code Report: ICC-ES ESR-2508 <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 />