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EM Anchor DesignerTM Company: Mike Smith Engineering , Inc. I Date : 4/26/2019 <br /> Engineer: Mike Smith I Page: 1 /4 <br /> ro <br /> � � • • <br /> Software Project: Sanborn Chevrolette - 19081 <br /> x ' Version 2 . 5 . 6554 . 7 Address : <br /> Phone : <br /> E-mail: <br /> 1 . Proiect information <br /> Customer company: Project description: <br /> Customer contact name : <br /> Customer e-mail: <br /> Comment: Location: Waste Oil Tank <br /> Fastening description: Wedge Anchors <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) : 6 .00 <br /> State : Cracked <br /> Anchor Information : Compressive strength, f (psi) : 2500 <br /> Anchor type : Torque controlled expansion anchor 4J,.v: 1 .2 <br /> Material : Carbon Steel Reinforcement condition : A tension , A shear <br /> Diameter (inch) : 0 .625 Supplemental reinforcement: Not applicable <br /> Nominal Embedment depth (inch) : 3 . 375 Reinforcement provided at corners : No <br /> Effective Embedment depth , hef (inch) : 2 .750 Ignore concrete breakout in tension: No <br /> Code report: ICC-ES ESR-3037 Ignore concrete breakout in shear: No <br /> Anchor category: 1 Ignore 6do requirement: Not applicable <br /> Anchor ductility: Yes Build -up grout pad : No <br /> hn;n (inch) : 5 .50 <br /> Coo (inch) : 7 .50 Base Plate <br /> C„in (inch): 6.50 Length x Width x Thickness (inch) : 3.00 x 3 . 00 x 0. 38 <br /> Sman (inch): 5.00 <br /> Load and Geometry <br /> Load factor source : ACI 318 Section 5 .3 <br /> Load combination: U = 0.91D + 1 .0E Z <br /> Seismic design: No <br /> Anchors subjected to sustained tension : Not applicable <br /> Apply entire shear load at front row: No <br /> Anchors only resisting wind and/or seismic loads: No <br /> <Figure 1 > �75 1b <br /> - a' -�.-- - O ft-Ib <br /> 4001 _ . ,-- --• �- -.- <br /> �� <br /> X O R-ib �` "�. � " � � - (zz I <br /> 11� <br /> Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br /> 6i ? Isen 6ttorg-Ti Conr_an%v [ ,c. 5956 W. Las Positas Boulevard Pleasanton , CA 94588 Phone: 925.560.9000 Fax: 925 .847.3671 wvnv.strongtie.com <br />