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SIMPSON Anchor Designer TM Company: City of Everett Date: 4/20/2020 <br /> Engineer: Randy Loveless,P.E. Page: 1/6 <br /> StI O odriE` Software Project: Water Main Repair-WSDOT Bridge 5/645W <br /> Version 2.9.7376.1 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: Existing anchors attaching water main to bridge. <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):60.00 <br /> State: Uncracked <br /> Anchor Information: Compressive strength,fc(psi):5000 <br /> Anchor type:Bonded anchor 4'e,v: 1.4 <br /> Material:F1554 Grade 36 Reinforcement condition:B tension,B shear <br /> Diameter(inch): 1.000 Supplemental reinforcement:No <br /> Effective Embedment depth,her(inch):5.000 Reinforcement provided at corners:No <br /> Code report: ICC-ES ESR-2508 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): 10.00 Inspection:Continuous <br /> cac(inch):6.09 Temperature range,Short/Long: 150/110°F <br /> Cmin(inch): 1.75 Ignore 6do requirement:Not applicable <br /> Smin(inch):3.00 Build-up grout pad:No <br /> Base Plate <br /> Length x Width x Thickness(inch):3.00 x 16.00 x 0.76 <br /> Recommended Anchor <br /> Anchor Name:SET-XP®-SET-XP w/1"0 F1554 Gr.36 <br /> Code Report: ICC-ES ESR-2508 <br /> 1 Mi i <br /> O 1t , <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 />