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'? omparry Bate: rI2tI21 <br /> SIMPSON Anchor Designer <br /> � r �d � 1e Engineer MPhil Page. t15� <br /> Stiaglrie Project <br /> A Version 2.7.6990.13 <br /> Address: <br /> Phone: <br /> E-mail: <br /> 1.Proiect information <br /> Customer company: Project description:Retrofit Holddown anchors <br /> Customer contact name:Harpreet Bat HDU2-SDS2.5 wt#$GR64 Threaded Rod set 5"into foundation wall <br /> Customer e-mail: with Simpson SET XP Epoxy <br /> Comment Location:Everett,WA <br /> Fastening description:Threaded Rod and epoxy <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):24.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,f0(psi):4000 <br /> Anchor type:Bonded anchor 4r.,v:1.0 <br /> Material:A615 Grade 60 Reber Reinforcement condition:B tension,B shear <br /> Diameter(inch):0.500 Supplemental reinforcement:Not applicable <br /> Effective.Embedment depth,he(inch):5.000 Reinforcement provided at comers:Yes <br /> Code report:ICC-ES ESR-2508 Ignore concrete breakout in tension:No <br /> Anchor category:- Ignore concrete breakout in shear.Yes <br /> Anchor ductility:No Hole condition:Dry concrete <br /> h„a,(inch):7.50 Inspection:Continuous <br /> ce(inch):7.86 Temperature range,Short/Long:150/110°F <br /> C,a„(inch):1.75 Ignore Edo requirement Not applicable <br /> Sm (inch):3.00 Build-up grout pad:No <br /> Recommended Anchor <br /> Anchor Name:SET-XP®-SET-XP w/#4 A615 Gr.60 Reber <br /> Code Report:ICC-ES ESR-2508 <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> _; , . 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />