Calculo

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MEMORIA DE CALCULO TANQUE 1021 M3
Cliente: Ubicación: O. T. N°: SHELL C.A.P.S.A. DIQUE 2 – SANTA FE 2414

Documento N°: MC-TK1021M3.DOC Rev.:
Diámetro: Altura:

01
10 m 13 m

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Administración y fábrica: RUTA PROVINCIAL 70, km 505 Tel.:03496 420570 Fax: 03496 426001 E-mail: fimaco@fimaco.com.ar 3080 ESPERANZA – SF República Argentina

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MC-TK1021M3-(01).doc-ANB-14/07/2008

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SUMMARY OF DESIGN DATA and REMARKS ---------------------------------------------------------------------- Job : 1021m3 - SHELL - FAME(02) Date of Calcs. : 11/07/2008 ,p.m. 05:24 Mfg. or Insp. Date : 13/05/2008 Design Basis : API-650 10th Edition Addendum 4, Dec 2005 ---------------------------------------------------------------------Design Internal Pressure = 0.3608 PSI or 10.00 IN. H2O Design External Pressure = -0.1209 PSI or -3.35 IN. H2O MAWP = 0.6004 PSI or 16.64 IN. H2O MAWV = -0.1571 PSI or -4.35 IN. H2O Design Temperature = 104 Deg.F Seismic Zone = 0Site Amplification Factor = 1.5 Ground Snow Load = 0 lbf/ft^2 Added Roof Dead Load = 0 lbf/ft^2 S.G. of Contents = 1 OD of Tank = 32.8 ft Max. Liq. Level = 42.65 ft DESIGN NOTES NOTE 1 : Per API-650 F.7.6 - Hydro test pressure = 1.25 * P = 0.451 PSI or 12.50 IN. H2O SUMMARY OF RESULTS Shell Material Summary (Bottom is 1) ----------------------------------------------------------------Shell WidthMaterial Sd St Weight # (ft) (psi) (psi) (lbf) ----------------------------------------------------------------9 3.29 IRAM F24 20,884 22,376 3,455 8 4.92 IRAM F24 20,884 22,376 5,167 7 4.92 IRAM F24 20,884 22,376 5,167 6 4.92 IRAM F24 20,884 22,376 5,167 5 4.92 IRAM F24 20,884 22,376 5,167 4 4.92 IRAM F24 20,884 22,376 5,167 3 4.92 IRAM F24 20,884 22,376 5,167 2 4.92 IRAM F24 20,884 22,376 5,1671 4.92 IRAM F24 20,884 22,376 6,458 ----------------------------------------------------------------Total Weight 46,082

Importance Factor = 1 Basic Wind Velocity = 100 mph Roof Live Load = 25 lbf/ft^2 Tank Joint Efficiency = 1 Shell Height = 42.65 ft

Shell API 650 Summary (Bottom is 1)

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Administración y fábrica:RUTA PROVINCIAL 70, km 505 Tel.: 03496 420570 Fax: 03496 426001 E-mail: fimaco@fimaco.com.ar 3080 ESPERANZA – SF República Argentina

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MC-TK1021M3-(01).doc-ANB-14/07/2008

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----------------------------------------------------------------Shell t.design(Sd) t.test(St) t.external t.required t.actual # (in.)(in.) (in.) (in.) (in.) ----------------------------------------------------------------9 0.0752 0.0119 0.2326 0.2326 0.25 8 0.0953 0.0306 0.2326 0.2326 0.25 7 0.1154 0.0494 0.2326 0.2326 0.25 6 0.1355 0.0681 0.2326 0.2326 0.25 5 0.1556 0.0869 0.2326 0.2326 0.25 4 0.1757 0.1056 0.2326 0.2326 0.25 3 0.1958 0.1244 0.2326 0.2326 0.25 2 0.2159 0.1431 0.2326 0.2326 0.25 1 0.236 0.1619 0.2326 0.2360.3125 ----------------------------------------------------------------Structurally Supported Conical Roof: See MC-ESTRU-1021M3 Plate Material = IRAM F24, Struct. Material = Unknown Carbon Steel t.required = 0.25 in. t.actual = 0.25 in. Roof Joint Efficiency = 1 Plate Weight = 8,777 lbf Bottom Type: Flat Bottom: Annular Material = IRAM F24 t.required = 0.3125 in. t.actual = 0.3125 in. Bottom JointEfficiency = 1 Annular Bottom Plate Material : IRAM F24 Minimum Annular Ring Thickness = 0.3125 in. t_Annular_Ring = 0.3125 in. Minimum Annular Ring Width = 24 in. W_Annular_Ring = 24 in. Weight = 10,992 lbf ANCHOR BOLTS: (10) 1in. UNC Bolts, A-193 Gr B7

TOP COMPRESSION RING: 2-1/2 x 2-1/2 x 1/4 (in) ONE ANGLE Type is One Angle (Per API-650 Fig. 3-20, Detail c) SUPPORTED CONICAL ROOF: See...