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Anchor Designer TM for Company: D.S. Engineering Date: 5/15/2024 <br /> Engineer: Don Shin PE,SE#28398 Page: 1/5 <br /> r COnCrete Software Engineer: <br /> Version 3.3.2404.1 Address: 2333 Seaway Blvd,Everett,WA 98203 <br /> Phone: <br /> E-mail: <br /> 1.Project information <br /> Project description: Comment: <br /> Location:2333 Seaway Blvd, Everett,WA 98203 <br /> Fastening description: <br /> 2.Input Data&Anchor Parameters <br /> General Base Material <br /> Design method:ACI 318-19 Concrete:Normal-weight <br /> Units:Imperial units Concrete thickness,h(inch):6.00 <br /> State:Uncracked <br /> Anchor Information: Compressive strength,f�(psi):2500 <br /> Anchor type:Concrete screw Y,v: 1.4 <br /> Material:Carbon Steel Reinforcement condition:Supplementary reinforcement not present <br /> Diameter(inch):0.500 Supplemental edge reinforcement:No <br /> Nominal Embedment depth(inch):3.250 Reinforcement provided at corners:No <br /> Effective Embedment depth,hef(inch):2.350 Ignore concrete breakout in tension:No <br /> Code report:ICC-ES ESR-2713 Ignore concrete breakout in shear:No <br /> Anchor category: 1 Ignore 6do requirement:Not applicable <br /> Anchor ductility: No Build-up grout pad:No <br /> hmin(inch):5.00 <br /> cep(inch):3.56 Base Plate <br /> Cmin(inch):1.75 Length x Width x Thickness(inch):3.00 x 12.00 x 0.07 <br /> Smin(inch):3.00 AA..,— <br /> Recommended Anchor <br /> Anchor Name:Titen HD®-1/2"0 THD,hnom:3.25"(83mm) <br /> Code Report:]CC-ES ESR-2713 <br /> E � € <br /> ........._ ............ .......... ....... .... ... _ .............. ..._......... .................. _ ...._......... ............_....., ........_. _ ........_... ...................... ............................ .......... .."'._.. ......... <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&ong=1'ia Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> T <br /> �- <br />