ASME
UW-3 WELDED JOINT CATEGORY
When used, the hub of a tubesheet or flat head shall have minimum dimensions in accordance with Fig. UW- 13.3 and shall meet the following requirements:
(1) When the hub is integrally forged with the tubesheet or flat head, or is machined from a forging, the hub shall have the minimum tensile strength and elongation specified for the material, measured in the direction parallel to the axis of the vessel. Proof of this shall be furnishedUW-20.2 Definitions
UW-20.2(a) Full Strength Weld.
A full strength tubeto-tubesheet weld is one in which the design strength is equal to or greater than the axial tube strength, Ft. When the weld in a tube-to-tubesheet joint meets the requirements of UW-20.4, it is a full strength weld and the joint does not require qualification by shear load testing. Such a weld also provides tube joint leak tightness.
UW-20.2(b) Partial Strength Weld.
A partial strength weld is one in which the design strength is based on the mechanical and thermal axial tube loads (in either direction) that are determined from the actual design conditions. The maximum allowable axial load of this weld may be determined in accordance with UW-20.5, Appendix A, or UW-18(d). When the weld in a tube-to-tubesheet joint meets the requirements of UW-20.5 or UW-18(d), it is a partial strength weld and the joint does not require qualification by shear load testing. Such a weld also provides tube joint leak tightness.refer - FIG. UW-20 SOME ACCEPTABLE TYPES OF TUBESHEET STRENGTH WELDS
M Veera SAMY- Bureau Veritas. Coimbatore
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