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SIMPSON Anchor Designer TM Company: Date: 5/5/2022 <br /> Engineer: Page: 1/5 <br /> Strong-TieSoftware <br /> Strong Project: SDA#7673 <br /> Version 3.0.7845.3 Address: <br /> Phone: <br /> E-mail: <br /> 1.Project information <br /> Customer company: Project description: NORTH ELEVATION <br /> Customer contact name: <br /> Customer e-mail: Location: BRACE FRAME TENSION STRAP <br /> Comment: Fastening description: <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,fe(psi):4000 <br /> Anchor type: Bonded anchor 4"cv: 1.4 <br /> Material: F1554 Grade 36 Reinforcement condition:A tension,A shear <br /> Diameter(inch): 1.250 Supplemental reinforcement: Not applicable <br /> Effective Embedment depth,hef(inch):5.000 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):7.75 Inspection:Continuous <br /> cac(inch):6.31 Temperature range,Short/Long: 150/110°F <br /> Cmin(inch):2.75 Ignore 6do requirement: Not applicable <br /> Sr,r,(inch):6.00 Build-up grout pad: No <br /> Base Plate <br /> Length x Width x Thickness(inch): 50.00 x 12.00 x 0.25 <br /> Recommended Anchor <br /> Anchor Name: SET-3G-SET-3G w/1 1/4"fd F1554 Gr.36 <br /> Code Report: ICC-ES ESR-4057 <br /> • <br /> rq <br /> m�rrrrfvvra�na.r <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 />