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HOLDOWN ANCHOR EPDXY CALCULATIONS 9 of 14 <br /> I Company' I Date: 6/1/2020 <br /> Hncnor uesigner"' Engineer. Page: 1/5 <br /> Strong-Tie Software Project: <br /> Version 2.8.7094.2 Address: <br /> Phone: <br /> E-mail: <br /> 1.Prolect 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): 12.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,fc(psi):2500 <br /> Anchor type:Bonded anchor Pc,v:1.0 <br /> Material:F593 304/316SS Reinforcement condition:B tension,B shear <br /> Diameter(inch):0.500 Supplemental reinforcement:Not applicable <br /> Effective Embedment depth,he(inch):2.750 Reinforcement provided at corners:No <br /> Code report:ICC-ES ESR-4057 Ignore concrete breakout in tension:No <br /> Anchor category:- Ignore concrete breakout in shear:No <br /> Anchor ductility:Yes Hole condition:Water-saturated concrete <br /> hmn(inch):4.00 Inspection:Continuous <br /> c. (inch):4.05 Temperature range,Short/Long:150/110°F <br /> Cm(inch):1.75 Ignore 6do requirement:Not applicable <br /> Smn(inch):2.50 Build-up grout pad:No <br /> Recommended Anchor <br /> Anchor Name:SET-3G-SET-3G w/1/2"0 F593 CW(304/316SS) <br /> Code Report:ICC-ES ESR-4057 <br /> gm * let. �- <br /> i i w I; <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> `,,mmpsnn Strong-Tie Company Inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />