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SW LINE B EPDXY CALC <br /> Anchor DesignerTm Company: JDate. 11011872023 <br /> Engineer: I Page: 115 <br /> 9 rs; Software Project: <br /> Version 3.2.2309.2 Address: <br /> Phone: <br /> E-mail: <br /> 1.Proiect information <br /> Customer company: Project description: <br /> Customer contact name: Location: <br /> Customer a-mai[: Fastening description: <br /> Comment: <br /> 2_In Put Data&Anchor P <br /> General Base Material <br /> Design method:ACI 318-14 Concrete:Normal-weight <br /> Units:Imperial units Concrete thickness,h(inch):30.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,F (psi):3000 <br /> Anchor type:Bonded anchor qjaV: 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,her(inch):12.000 Reinforcement provided at corners: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 /> hmm(inch):13.38 Inspection:Continuous <br /> cap(inch):21.86 Temperature range,ShorULong:150/110'F <br /> Cmi,(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 wl 5/8"0 F1554 Gr_36 <br /> Code Report:ICC-ES ESR-4057 <br /> to <br /> u <br /> input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> ;rong-Tic Coil ny Inc, 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847,3571 www.strongtie.com <br />