Understanding APIICP653 Reading 2-650-Selected Reading

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8. IMPACT TESTING The inspector should understand the importance of tank materials having adequate toughness. The inspector should be able to determine: a) Tank design metal temperature (API-650, 4.2.9.3 & Figure 4-2) b) Material Group Number for a plate (API-650, Tables 4-3a and 4-3b) c) If impact testing is required (API-650, Figure 4-1a and 4-1b) d) If impact test values are acceptable (API-650, Table 4-4a and 4-4b) Charlie Chong/ Fion Zhang
10. RECONSTRUCTED TANK SHELL - MINIMUM THICKNESS The inspector should be able to determine the minimum thickness of the shell of a reconstructed tank. The inspector should be able to: a) Determine “Sd”, allowable stress for design condition (API-650, table 5-2, API-653, 8.4.2) b) Determine “St”, allowable stress for hydrostatic test condition (API-650, Table 5-2, API-653, 8.4.3) c) Calculate “td”, design shell thickness (API-650, 5.6.3.2, for tanks of 200 foot diameter and smaller) d) Calculate “tt”, hydrostatic test shell thickness (API-650, 5.6.3.2) Charlie Chong/ Fion Zhang
Page 1 and 2: Understanding APIICP653 Reading 2 A
Page 3 and 4: Petroleum Tank Charlie Chong/ Fion
Page 5 and 6: API 653 Exam Administration -- Publ
Page 7 and 8: ATTENTION: Only the following secti
Page 9 and 10: • American Society of Mechanical
Page 11 and 12: Charlie Chong/ Fion Zhang
Page 15 and 16: API650-2013 BOK Search Keyword “6
Page 17 and 18: I. CALCULATIONS & TABULAR EVALUATIO
Page 19: 4. WELD SIZES FOR SHELL & ROOF OPEN
Page 23 and 24: A. The inspector should have the kn
Page 25 and 26: III. NONDESTRUCTIVE EXAMINATION ASM
Page 27 and 28: 10. API 650, Annex D 11. API 650, A
Page 29 and 30: API Standard 653, Tank Inspection,
Page 31 and 32: A. Calculation questions will be or
Page 33 and 34: 8.1.1 Application Radiographic exam
Page 35 and 36: Figure 8.1—Radiographic Requireme
Page 37 and 38: Figure 8.1—Radiographic Requireme
Page 39 and 40: 6. Complete radiograph of each vert
Page 41 and 42: c) Vertical joints in which the she
Page 43 and 44: 8.1.2.3 One spot radiograph shall b
Page 45 and 46: 8.1.2.9 When bottom annular plates
Page 47 and 48: 8.1.3.3 The requirements of T-285 i
Page 49 and 50: 8.1.6 Determination of Limits of De
Page 51 and 52: 8.1.7 Repair of Defective Welds 8.1
Page 55 and 56: 4. WELD SIZES FOR SHELL & ROOF OPEN
Page 57 and 58: C L Nozzle Neck bevel should be abo
Page 59 and 60: C L Regular Low type t A (see Note
Page 61 and 62: Shell plate of lowest shell course
Page 63 and 64: 16-mm ( 5 /8-in.) diameter bolts in
Page 65 and 66: 5 mm ( 3 /16 in.) 6 mm ( 1 /4 in.)
Page 67 and 68: Table 5.6a—Dimensions for Shell N
Page 69 and 70: Column 1 Column 2 Column 3 Column 4
Page 71 and 72:
8. IMPACT TESTING The inspector sho
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4.2.9.3 An impact test shall be per
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NOTE 1 The Group II and Group V lin
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Table 4.3a—Linear Equations for F
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Charlie Chong/ Fion Zhang
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10. RECONSTRUCTED TANK SHELL - MINI
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5.6.3.2 The required minimum thickn
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A. The inspector should have the kn
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9.2.1.2 The welding procedures used
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9.2.2 Impact Tests 9.2.2.1 Impact t
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9.2.2.5 Impact tests shall show min
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C. API-650 and API-653: General wel
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API Standard 653, Tank Inspection,
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BODY OF KNOWLEDGE API-653 ABOVEGROU
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Determining joint efficiency may be
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Calculate “MRT”, minimum remain
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III. NONDESTRUCTIVE EXAMINATION ASM
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7. NDE requirements for eddy curren
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a) types of tanks covered b) applic
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API-653 ABOVEGROUND STORAGE TANK Pu
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http://independent.academia.edu/Cha
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Charlie Chong/ Fion Zhang
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Good Luck! Charlie Chong/ Fion Zhan
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