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Anchor Desi nerT°" Company: Mike Smith Engineering.Inc. date: 211412014 <br /> g Engineer: Mike Smith Page, 114 <br /> Software Project: Tiger Lines <br /> Version 2.4.5673.0 Address: P.0,Bax 611,Lodi.CA 95241 <br /> e <br /> Phone: 209-334-2332 <br /> E-mail: <br /> 1Pralcot lnformatjon <br /> Customer company: Project description:Waste Antifreeze Tank Anchorage <br /> Customer contact name, Location:4 Locations <br /> Customer a-mall; Fastening description:Post installed anchors <br /> Comment <br /> Z lit ul Data&An a tom <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,&(psi):2500 <br /> Anchor type:Torque controlled expansion anchor 41r,v.1.0 <br /> Material:Carbon Steel RelMomement condition:B tension,B shear <br /> Diameter(inch):0.375 Supplemental reinforcement.Not applicable <br /> Nominal Embedment depth(Inch):1.675 Rainforcement provided a1 corners:No <br /> Effective Embedment depth,hat(inch):1.500 Do nal evaluate c0ncrelo breakout In tensions:No <br /> Code report:ICC-ES ESR-3037 Do not evatuate concrete breakout in shear:No <br /> Anchor category:1 Ignore 6do requirement:Not applicable <br /> Anchor ductility:Yes Build-up grout pad:No <br /> hw,�(inch):3.25 <br /> c.(inch):6.50 Base Plate <br /> C.e,(Inch):6.00 Length x Width x Thickness(inch):6.00 x 6.00 x 0.50 <br /> Sm (inch):3.00 <br /> Load and Geometry <br /> Load factor source:ACI 318 Section 9.2 <br /> Load combination:U-0.9D+1.0E Z <br /> Seismic des lull:Yes <br /> Anchois subjected to sustained lenston Not applicable <br /> Ductdily section for tension'.D.3.3A.3(0)is Sallafied <br /> Ductitlly section for shear.8.3.3.5.3(c)is satisfied <br /> i)o tactor:not set Pei)14 <br /> Apply entire shear load at front raw:No <br /> Anchors only resisting wind andfor seismic loads:No <br /> <Figure 1> <br /> a u <br /> Ort d6 <br /> 901 _ <br /> X Ott-Ila 0 <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 Sirong-Tie Company Inc, 5956 W.las PosHas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3671 www.strang(io.com <br />