Understanding APIICP653 Reading 2-650-Selected Reading

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9.2.2.6 Weld-metal impact specimens shall be taken across the weld with one face substantially parallel to and within 1.5 mm (1/16 in.) of the surface of the material. The notch shall be cut normal to the original material surface and with the weld metal entirely within the fracture zone. 9.2.2.7 Heat-affected-zone impact specimens shall be taken across the weld and as near the surface of the material as is practicable. Each specimen shall be etched to locate the heat-affected zone, and the notch shall be cut approximately normal to the original material surface and with as much heataffected-zone material as possible included in the fracture zone. 9.2.2.8 Production welding shall conform to the qualified welding procedure, but production-weld test plates need not be made. Charlie Chong/ Fion Zhang
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
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Understanding APIICP653 Reading 2 A
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Petroleum Tank Charlie Chong/ Fion
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API 653 Exam Administration -- Publ
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ATTENTION: Only the following secti
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• American Society of Mechanical
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Charlie Chong/ Fion Zhang
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Charlie Chong/ Fion Zhang
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API650-2013 BOK Search Keyword “6
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I. CALCULATIONS & TABULAR EVALUATIO
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4. WELD SIZES FOR SHELL & ROOF OPEN
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10. RECONSTRUCTED TANK SHELL - MINI
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A. The inspector should have the kn
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III. NONDESTRUCTIVE EXAMINATION ASM
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10. API 650, Annex D 11. API 650, A
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API Standard 653, Tank Inspection,
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A. Calculation questions will be or
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8.1.1 Application Radiographic exam
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Figure 8.1—Radiographic Requireme
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Figure 8.1—Radiographic Requireme
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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
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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
Page 81 and 82: 10. RECONSTRUCTED TANK SHELL - MINI
Page 83 and 84: 5.6.3.2 The required minimum thickn
Page 85 and 86: A. The inspector should have the kn
Page 87 and 88: 9.2.1.2 The welding procedures used
Page 89 and 90: 9.2.2 Impact Tests 9.2.2.1 Impact t
Page 91: 9.2.2.5 Impact tests shall show min
Page 95 and 96: API Standard 653, Tank Inspection,
Page 97 and 98: BODY OF KNOWLEDGE API-653 ABOVEGROU
Page 99 and 100: Determining joint efficiency may be
Page 101 and 102: Calculate “MRT”, minimum remain
Page 103 and 104: III. NONDESTRUCTIVE EXAMINATION ASM
Page 105 and 106: 7. NDE requirements for eddy curren
Page 107 and 108: a) types of tanks covered b) applic
Page 109 and 110: API-653 ABOVEGROUND STORAGE TANK Pu
Page 111 and 112: http://independent.academia.edu/Cha
Page 115: Good Luck! Charlie Chong/ Fion Zhan
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