Understanding APIICP653 Reading 2-650-Selected Reading

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9.2.1.4 Welding variables (including supplementary essential variables when impact tests are required by 9.2.2), as defined by QW-250 of Section IX of the ASME Code, shall be used to determine the welding procedure specifications and the procedure qualification records to be instituted. In addition, when impact tests of the heat-affected zone are required, the heat-treated condition of the base material shall be a supplementary essential variable. Plates produced by the controlled-rolled process are not to be considered as having received any heat treatment. If a protective coating has been applied to weld edge preparations, the coating shall be included as an essential variable of the welding procedure specification, as required by 7.2.1.9. Charlie Chong/ Fion Zhang
9.2.2 Impact Tests 9.2.2.1 Impact tests for the qualification of welding procedures shall comply with the applicable provisions of 4.2.9 and shall be made at or below the design metal temperature. 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
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 53 and 54: Charlie Chong/ Fion Zhang
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: 9.2.1.2 The welding procedures used
Page 91 and 92: 9.2.2.5 Impact tests shall show min
Page 93 and 94: C. API-650 and API-653: General wel
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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