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SIMPSON Anchor Designer TM Company: Date: 2/22/2023 <br /> Engineer: Page: 1/6 <br /> Software <br /> Lawf ' - Project: <br /> Version 3.2.2309.2 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:2.Input Data&Anchor Parameters U S I Vn' ( , <br /> General Base Material j%0 rS` <br /> Design method:ACI 318-19 Concrete:Normal-weight <br /> Units:Imperial units Concrete thickness,h(inch):12.00 Q K <br /> State:Cracked I �c,C1161"3 <br /> Anchor Information: Compressive strength,re(psi):4000 <br /> Anchor type: Bonded anchor 4to,v:1.0 <br /> Material:F1554 Grade 36 Reinforcement condition:Supplementary reinforcement not present <br /> Diameter(inch):0.500 Supplemental edge reinforcement:Not applicable <br /> Effective Embedment depth,her(inch):3.000 Reinforcement provided at corners:Yes <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:Dry concrete <br /> hmin(inch):4.25 Inspection:Continuous <br /> cac(inch):4.93 Temperature range,Short/Long:150/110°F <br /> Cmin(inch):1.75 Reduced installation torque(for AT-3G):Not applicable <br /> Seen(inch):2.50 Ignore 6do requirement:Not applicable <br /> Build-up grout pad:No <br /> Base Plate <br /> Length x Width x Thickness(inch):12.00 x 12.00 x 0.50 <br /> Recommended Anchor <br /> Anchor Name:SET-3GTM'-SET-3G w/1/2"0 F1554 Gr.36 <br /> Code Report:ICC-ES ESR-4057 <br /> arrrr¢v,ant. <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 />