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Hazar•dotis Waste Tank System REC'D JUL 2 0 2015March <br /> Wratten Assessment per CCR Title 22 <br /> Applied Aerospace Structures, Inc., Stockton, CA 95206 2015 <br /> • k1l Anchor DesignerTM Company: Siegfried Engineering,Inc. Date: 111120/2014 <br /> Engineer. Tony Lopes Page: 1/4 <br /> ® Software Project: <br /> r r Version 2.0.4896.36 Address: 3244 Brookside Road,Suite 100,Stockton,CA <br /> Phone: 209-943-2021 <br /> E-mail: ajlopes@siegfdedeng.com <br /> 1 Project information <br /> Customer company: Project description: <br /> Customer contact name: Location: <br /> Customer e-mail: Fastening description: <br /> Comment: <br /> 2.Innut Data&Anchor Parameters <br /> General Base Material <br /> Design method:ACI 318-11 Concrete:Normal-weight <br /> Units:Imperial units Concrete thickness,h(inch);24.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,f.(psi):3000 <br /> Anchor type:Concrete screw Wcv:1.0 <br /> Material:Carbon Steel Reinforcement condition:B tension,B shear <br /> Diameter(inch):0.375 Supplemental reinforcement:Not applicable <br /> Nominal Embedment depth(inch):2.750 Do not evaluate concrete breakout in tension:No <br /> Effective Embedment depth,he(inch):1.980 Do not evaluate concrete breakout in shear:No <br /> Code report:ICC-ES ESR-2713 Ignore Edo requirement:Not applicable <br /> Anchor category:/ Build-up grout pad:No <br /> Anchor ductility:No <br /> hwu (inch):4.33 Base Plate <br /> cee(Inch):3.00 Length x Width x Thickness(inch):3.00 x 3.00 x 0.25 <br /> Own(inch):1.75 <br /> Sw�(inch):3.00 <br /> Load and Geometry Z <br /> Load factor source:ACI 318 Section 9.2 6941b <br /> Load combination:U=1.21)+1,0E+1.01.+0.2S <br /> Seismic design;Yes <br /> Anchors subjected to sustained tension,Not applicable <br /> Ductility section for tension:D.3.3.4.2 not applicabie <br /> Ductility section for shear:D.3.3.5.2 not applicable <br /> As factor:2.0 <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:Yes <br /> 0 lb <br /> <Figure 1> <br /> Y <br /> 01\� ft-Ib <br /> X <br /> 0 ft-lb <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-r+e Ce upan./Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strangtie.com <br /> Strandberg Associates 9(866) 388-0404 rw�y anL-3 rgUy.com 12 <br />