Laserfiche WebLink
SIMPSON Anchor Designer TM Company SDA Date: 1 1/22120 1 9 <br /> Engineer: JIB Page 1/5 <br /> , , `i,rng�T _- Software Project: SDA#8855 <br /> Version 2.8.7094.13 Address <br /> Phone <br /> E-mail <br /> 1.Proiect information <br /> Customer company: Project description:HDU8-SDS2.5-EPDXY <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):100.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,P°(psi):2500 <br /> Anchor type:Bonded anchor W..v: 1.0 <br /> Material:F1554 Grade 36 Reinforcement condition:B tension,B shear <br /> Diameter(inch):0.875 Supplemental reinforcement:Not applicable <br /> Effective Embedment depth,her(inch):17.500 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 /> hmt,(inch):19.50 Inspection:Continuous <br /> c,°(inch):29.80 Temperature range,Short/Long:150/110°F <br /> Cmfn(inch):1.75 Ignore 6do requirement:Not applicable <br /> Smin(inch):3.00 Build-up grout pad:No <br /> Recommended Anchor <br /> Anchor Name:SET-3G-SET-3G w/7f8"0 F1554 Gr.36 <br /> Code Report:ICC-ES ESR-4057 <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;uoiiy T':c Comprinv Inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />