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1 general Requirements 2 Design of Welded Connections 3 Prequalification of WPSs 4 Qualification 5. Fabrication 6. Inspection 7. Stud Welding 8. Strengthening and Repairing Existing Structures
Annexes—Mandatory Information Annexes—Nonmandatory Information Commentary list of tables list of figures |
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Design of Welded Connections parts |
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Part A—Common Requirements for Design of Welded Connections (Nontubular and Tubular Members)
Part B—Specific Requirements for Design of Nontubular Connections (Statically or Cyclically Loaded)
Part C—Specific Requirements for Design of Nontubular Connections (Cyclically Loaded)
Part D—Specific Requirements for Design of Tubular Connections (Statically or Cyclically Loaded) |
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Part A—General Requirements
Part B—Welding Procedure Specification (WPS)
Part C—Performance Qualification |
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Part A—General Requirements
Part B—Contractor Responsibilities
Part C—Acceptance Criteria
Part D—NDT Procedures
Part E—Radiographic Testing (RT)
Part F—Ultrasonic Testing (UT) of Groove Welds
Part G—Other Examination Methods |
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explains what the code is saying
laymans terms
don't worry about unless you don't understand something |
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what this code is not used for
if the piece falls under this section then a different code must be used/applied to the piece. |
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(Original Equipment Manufacturer). “OEM” shall be defined as that single Contractor that assumes some or all of the responsibilities assigned by this code to the Engineer. 1.3.5 Owner. “Owner” shall |
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The word “should” is used to recommend practices that are considered beneficial, but are not requirements. |
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allows the use of optional procedures or practices that can be used as an alternative or supplement to code requirements.
optional procedures |
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1.8 Standard Units of Measurement |
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2.5.1 Calculated Stresses. 2.5.2 Calculated Stresses Due to Eccentricity.
2.5.3 Allowable Base Metal Stresses.
2.5.4 Allowable Weld Metal Stresses.
2.5.4.1 Stress in Fillet Welds.
2.5.4.2 Alternative Allowable Fillet Weld Stress.
2.5.4.3 Instantaneous Center of Rotation.
2.6.2.2 Connections and Splices Not Finished to Bear Except for Connections to Base Plates.
2.6.2.3 Connections to Base Plates
2.6.3 Base Metal Through-Thickness Loading.
2.6.4 Combinations of Welds
2.6.5 Corner and T-Joint Surface Contouring.
2.6.6 Weld Access Holes. |
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Design of Welded Connections |
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Partial joint penetration |
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should: beneficial but not a requirement shall: mandatory may: optional/ allowed. require engineer's approval or are specified in contract |
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Original Equipment Manufacturer |
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Welding Procedure Specification |
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AWS shortened table of contents |
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AWS shortened table of contents
1. General Requirements 2. Design of Welded Connections 3. Prequalification of WPSs 4. Qualification 5. Fabrication 6. Inspection 7. Stud Welding 8. Strengthening and Repairing Existing Structures Annexes Commentary on Structural Welding Code—Steel C1. General Requirements C2. Design of Welded Connections C3. Prequalification of WPSs C4. Qualification C5. Fabrication C6. Inspection C7. Stud Welding C8. Strengthening and Repairing of Existing Structures Annex CIX- Manufacturer’s Stud Base Qualification Requirements Annex CXI- Guidelines on Alternative Methods for Determining Preheat |
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procedure qualification record |
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Welding Performance Qualification Record |
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what section and part would you find joint designs for a PQR? |
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