Understanding APIICP653 Reading 2-650-Selected Reading

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C. API-650 and API-653: General welding requirements: 1. API Standard 650, Welded Steel Tanks for Oil Storage: The inspector should be familiar with and understand the general rules for welding in API-650, Section 9 and other rules for welding in API-650 such as those for: a) typical joints and definitions b) weld sizes c) restrictions on joints d) maximum allowable reinforcement e) inspection requirements Charlie Chong/ Fion Zhang
III. NONDESTRUCTIVE EXAMINATION ASME Section V, Nondestructive Examination NOTE: The examination will cover only the main body of each referenced Article, except as noted: F. API-650 and API-653: General nondestructive examination requirements: 1. API Standard 650, Welded Steel Tanks for Oil Storage: The inspector should be familiar with and understand the general rules for NDE in API- 650, Section 8. 2. API Standard 653, Tank Inspection, Repair, Alteration, and Reconstruction: The inspector should be familiar with and understand the general rules for NDE in API-653, Section 12 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 and 20: 4. WELD SIZES FOR SHELL & ROOF OPEN
Page 21 and 22: 10. RECONSTRUCTED TANK SHELL - MINI
Page 23: A. The inspector should have the kn
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
Page 73 and 74: 4.2.9.3 An impact test shall be per
Page 75 and 76:
NOTE 1 The Group II and Group V lin
Page 77 and 78:
Table 4.3a—Linear Equations for F
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Charlie Chong/ Fion Zhang
Page 81 and 82:
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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