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H&H Engineening Con Inc, <br /> Structural Calc tations <br /> T-'wv,k:Used 04 <br /> horzal"a 0'-Y&W. Too-S"nn <br /> Mr%'�a of <br /> shev f-Se9w <br /> SWj Leiv-* 66- <br /> WQ*O'jg'Vb4Mnne' 315 <br /> Spedf-ic Qra%oy Of conllen.�-S 0. 15 <br /> Pr"i'mary Tank Wam inches- 0,f 41 <br /> TOW"WeOt Of Tart's&coatenis.Abs- 1,4M.31 <br /> ,G-ve)1vm45@ lkoneiv-Arm- kzhees 20-50 <br /> R S'RM,W.Arient Arses. rinches 24.3 <br /> SJS 0,513 <br /> Impoftixe Facbwr 1.00 <br /> Fp,ASCE 7-10, 15.4-2 124 5 T.C13 <br /> Overturning Moment, inches It- feet W369.05 <br /> ResisUN Moment, inches b feet <br /> 370872-OCi <br /> Overtunw-4,SaWy Factor - No Tension 7.36 <br /> Shear Stranoth of Anchocs 7 1 b-s 6`390—u <br /> Number of inchors 0 <br /> Factor of Safety for Shear 10.40 <br /> Seismir-Anchoring findings, <br /> The tank as designed and operated, and the conta"C'ament area in which it is <br /> located are adequately anchored and are seismically sound. The tank has steel <br /> feet and no permanent anchoring is required- <br /> Date. 9 1-2-7 I-a-6 Initials- <br /> AC <br />