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SIMPSON Anchor Designer TM Company: Date: 5/5/2022 <br /> Engineer: Page: 1/5 <br /> Strong-TieSoftware <br /> Strong Project: <br /> Version 3.0.7845.3 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 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'c(psi):5000 <br /> Anchor type: Bonded anchor Wc.v: 1.4 <br /> Material: F1554 Grade 36 Reinforcement condition:A tension,A shear <br /> Diameter(inch): 1.000 Supplemental reinforcement: Not applicable <br /> Effective Embedment depth, het(inch): 9.000 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: Dry concrete <br /> hmin(inch): 11.25 Inspection:Continuous <br /> cac(inch): 14.61 Temperature range,Short/Long: 150/110°F <br /> Cmin(inch): 1.75 Ignore 6do requirement: Not applicable <br /> Sm.(inch):3.00 Build-up grout pad:Yes <br /> Base Plate <br /> Length x Width x Thickness(inch):4.00 x 103.00 x 0.25 <br /> Recommended Anchor <br /> Anchor Name: SET-3G-SET-3G w/1"0 F1554 Gr. 36 <br /> Code Report: ICC-ES ESR-4057 <br /> tit <br /> LL!` - <br /> imminuaartin <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 />