MINIMUM FILLET WELD SIZE
LANL Engineering Standards Manual ISD 341-2 Chapter 13, Welding & Joining Section WFP 2-04 – Welding Fabrication Procedure Rev. 1, 10/27/06 Attachment 2, Minimum Fillet Weld Size for Prequalified Joints MINIMUM FILLET WELD SIZE
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1.0 ACCEPTANCE CRITERIA FOR COMPLETED WELDS
engstandards.lanl.govLANLEngineering Standards Manual ISD 341-2 Chapter 13, Welding & Joining Section WFP 2-01 – Welding Fabrication Procedure Rev. 1, 10/27/06 Attachment 2, ASME B31.3, “Process Piping” Acceptance Criteria
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engstandards.lanl.govLANLEngineering Standards Manual ISD 341-2 Chapter 13, Welding & Joining Section WFP 2-01 – Welding Fabrication Procedure Rev. 1, 10/27/06 Attachment 3, ASME B31.8, Gas Transmission & Distribution Piping Alignment and Acceptance Criteria
LANL Engineering Standards Manual ISD 341-2 Chapter 13 ...
engstandards.lanl.govThe size of a fillet weld is determined as shown in Figure 2 of this Attachment. Typical minimum fillet weld details for slip-on flanges and socket-welding components are also contained in Figure 2 of this Attachment. Undercuts shall not exceed 1/ 32 in. and
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1.0 ACCEPTANCE CRITERIA FOR COMPLETED WELDS
engstandards.lanl.gov1.2 Socket and Fillet Welds 1.2.1 As-welded surfaces are permitted; however, the surface of welds shall be sufficiently free from coarse ripples, grooves, overlaps, abrupt ridges, undercut, and valleys. 1.2.2 The surface condition of the finished welds shall be suitable for the proper interpretation of nondestructive examinations.
1.0 ACCEPTANCE CRITERIA FOR COMPLETED WELDS
engstandards.lanl.gov1.2 Seal, Socket, and Fillet Welds 1.2.1 As-welded surfaces are permitted; however, the surface of welds shall be sufficiently free overlaps, abrupt ridges, and valleys. 1.2.2 Limitation on imperfections in socket, fillet and seal welds are the same as in Paragraph 1.1.4 and 1.19 for cracks, lack of fusion, and undercut.
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engstandards.lanl.gov2.1.6 When the pipe size is less NPS 6 or the project involves a limited number of welds that NDE examination would be impractical, and the system is intended to operate at 40% or less of specified yield strength, then provisions of paragraphs 2.12, 2.13, and 2.1.5 are not mandatory, provided the welding is examined visually by a
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engstandards.lanl.govSection 01 3300 submittal schedule) X When IBC/IEBC, Design Professional in Responsible Charge designation form (ESM Chapter 16, IBC-GEN, Form 3) final X When IBC/IEBC, (1) Test and Inspection Requirements (TIP or VIT) and (2) Statement of Special Inspections (ref LANL ESM Chapter 16, IBC-IP Att. B and I) Preliminary X Final X
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