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Hazardous Waste Tank System REC'0 J U L 2 0 2015 March <br /> Written Assessment per CCR Title 22 <br /> Applied Aerospace Structures, Inc., Stockton, CA 95206 i 2015 <br /> ®' Anchor DesignerTM company: Siegfried Engineering,Inc. Date: 11/20/2014 <br /> Engineer: Tony Lopes Page: 4/4 <br /> Software Project: <br /> i 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 /> 11.Interaction of Tensile and Shear Forces(Sec.D.7) <br /> Tension Factored Load,Noa(lb) Design Strength,oN"(lb) Ratio Status <br /> Steel 894 7079 0.13 Pass <br /> Concrete breakout 894 1265 0.71 Pass <br /> Pullout 894 920 n.97 Pass(Governs) <br /> 3/8"0 Titan HD,hnom:2.75"(70mm)meets the selected design criteria. <br /> 12.Warnings <br /> -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D,8.2 for torqued cast-in-place anchor is waived per <br /> designer option. <br /> Designer must exercise own judgement to determine if this design is suitable. <br /> Refer to manufacturer's product literature for hole cleaning and installation instructions. <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> slnpson uhong=rii 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.slrongtie.com <br /> Strandberg Associates 1(866) 388-0404 m/aterguyL@rwatergcly.com 15 <br /> t <br />