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SIMPSON Anchor Designer TM Company: PET Date: 10/9/2018 SIMPSON Anchor Desi Tm Company: PET Date: 10/9/2018 <br /> Engineer. GS Pa 1/5 gnerEngineer. GS <br /> Strong-Tie Software Project: Software 9 Page: 2/5 <br /> Version 2.6.6794.13 Address: a4tlTlllgn8' Version 2.6.6794.13 Pm/ed. <br /> s Address: <br /> Phone: 2062817500 a Phone: 2062817500 <br /> E-mail: E-mail: <br /> 1,Prolect Information <br /> Customer company: Project description: Lead and Geometry <br /> Customer contact name: Location: Load factor source:ACI 318 Section 5.3 <br /> Customer a-mail: Fastening description: Load combination:not set <br /> Comment: Seismic design:No <br /> Anchors subjected to sustained tension:Not appNcable <br /> S.Input Data&Anchor Parameters Appy entire shear load at front row:No <br /> General Anchors only resisting wind and/or seismic loads:No <br /> Bass Material <br /> Design method ACI 318-14 Concrete:Normal-weight Strength level loads: <br /> Units:imperial units Concrete thickness,h(inch):24.00 <br /> State:Cracked N.[Ib]:2828 <br /> Anchor Information: Compressive strength,f,(psi):2500 Vu..[bI:2828 <br /> Anchor type:Concrete screw Wc,v:1.0 V.,Ib]:0 <br /> Material:Carbon Steel Reinforcement condition:B tension,B shear M.[R-bl:0 <br /> Diameter(inch):0.625 Supplemental reinforcement:Not applicable Mw[9-bj:589 <br /> Nominal Embedment depth(inch):5.500 Reinforcement provided at comers:No M.[8-tJ:0 <br /> Effective Embedment depth,her(inch):4.240 Ignore concrete breakout in tension:No <br /> Code report:ICC-ES ESR-2713 Ignore concrete breakout in shear:No <Figure 1> <br /> Anchor category:1 Ignore 6do requirement:Not applicable z <br /> Anchor ductility:No Build-up grout pad:No <br /> hem(inch):8.50 <br /> cc.,(inch):6.36 Base Plate <br /> C..,(Inch):1.75 Length x Width x Thickness(inch):4.00 012.00 0 0.25 2e2e lb <br /> Ssa..(Inch):3.00 <br /> Recommended Anchor <br /> Anchor Name:Then HEM-5/8^0 Titen HD(THOB model),hnom:5.5"(140mm) 444 <br /> Code Report:ICC-ES ESR-2713 <br /> -\x `1111 11 1 <br /> alb <br /> zee �y c Y <br /> x-1 b ` ae �9 589 ft-No <br /> 'P-1;-9, r1) � A:,;� <br /> - -i <br /> ;s <br /> aw <br /> NI <br /> • <br /> Input data and results must be checked for agreement vitt the existing circumstances,the standards and guidelines must be checked for plausibility. 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 Posen Boulevard Pleasanton,CA 94588 Phone.925.560.9000 Fax 925,847.3871 www,strongne,com Simpson Strong-Tie Company Inc. 5956 W.Les Posilas Boulevard Pleasanton,CA 94580 Phone 925 560.9000 Fax 925.047.3871 wvnv.strongtie.com <br />