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„- 715 West 02Vls,Ste 297 <br /> Conroe, TX 77301 <br /> Prto'ect 95FC111 (`09)760'2993 <br /> Oate: o9^r'n.ss e 3 of a <br /> 2 Diameter primary tank 96 E3 <br /> J Thicknesses Int ext 91373 <br /> 4 Shell 0.28 0.15 <br /> J Rib side top 28J <br /> 6 Int A.15 0.3 �.��., <br /> ar �1d0 <br /> ' 0.15 <br /> d height 1 NA _ 1 I.J6t sec*w h, <br /> 9 width/Spacing 3 16.5 - -- <br /> 10 EC(sphere) 0.545 <br /> 11 EC(knuckle) 0.545 <br /> 12 D -1.1.1 � <br /> 1J <br /> 14 <br /> IJ let de <br /> 16 <br /> 17 <br /> /d - <br /> 19 <br /> 20 <br /> 2/ <br /> 22 <br /> 23 <br /> Elfin of Rib= 91373 Ibs-in"2 <br /> 24 Method of Anatysts Brine to tos <br /> 21 P- p9r= 1.4 <br /> 26 wt water= 0.036 pd <br /> Annular Space Dia= 96 in <br /> Is p brine= 4.85 psi <br /> 29 <br /> J0 p H2O= 3.45 psi <br /> JI <br /> 32 . <br /> JJ <br /> J4 <br /> J! <br /> J6 h5r a wvc pnw 11J <br /> J- 1 11.2 psi at bottom <br /> is 2 Fill inner tank with H20 and 1 ds <br /> 39 apply 25 fWnd»,rh 6171W <br /> 40 <br /> 11 check the folio:rina arc►ae - <br /> 1= 1 General stability of inner tank 4 Rib(Discontinuity outer shelf <br /> 4J 2 Loral stability between ribs 5 Manway Analysis <br /> 11 3 Rib Discontinuity inner shalt <br /> 45 6 Endcap discontinuity and stability .46 .Vat& IYorst cess or rusure will occur at top with low or no Gac 7 Center joint analysis rlr: <br />