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Anchor DesignerT"' Company: Mike Smith Engineering, Inc. Date: 2/14/2014 <br /> Engineer: Mike Smith Page: 1/3 <br /> r Software Project: Tiger Lines <br /> Version 2.4.5673.0 Address: P.O.Box 611,Lodi,CA 95241 <br /> Phone: 209-334-2332 <br /> E-mail: 1 mike@mseng.comcastbiz.net <br /> 1.Proiect information <br /> Customer company: Project description:Waste Oil Tank Anchorage <br /> Customer contact name: Location:4 Locations <br /> Customer e-mail: Fastening description:Post installed anchors <br /> Comment: <br /> 2.input Data&Ancho_r Parameters <br /> General Base Material <br /> Design method:ACI 318-11 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 qj�,v: 1.0 <br /> Material:Carbon Steel Reinforcement condition:B tension,B 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,her(inch):2.750 Do not evaluate concrete breakout in tension:No <br /> Code report:ICC-ES ESR-3037 Do not evaluate concrete breakout in shear:No <br /> Anchor category: 1 Ignore 6do requirement:Not applicable <br /> Anchor ductility:Yes Build-up grout pad:No <br /> hmin(Inch):5.50 <br /> cap(inch):7.50 Base Plate <br /> Cmin(inch):6.50 Length x Width x Thickness(inch):6.00 x 6.00 x 0.50 <br /> Smin(inch):5.00 <br /> Load and Geometry <br /> Load factor source:ACI 318 Section 9.2 <br /> Load combination:U=0.9D+1.0E Z <br /> Seismic design:Yes <br /> Anchors subjected to sustained tension:Not applicable <br /> Ductility section for tension:D.3.3.4.3(c)is satisfied ; <br /> Ductility section for shear:D.3.3.5.3(c)is satisfied <br /> f2o factor:not set 01b <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:No <br /> <Figure 1> <br /> Y <br /> 0 ft-Ib <br /> 2800 <br /> X o R•ta p <br /> O <br /> b <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 />