FoxRox
Mechanical
- Feb 12, 2015
- 349
From Interpretation VIII-1-89-264:
The reply here seems contradictory to me. It first says UW-33 is an alignment tolerance only. It then says UW-33 is also a design requirement. UW-33 is in the fabrication portion of UW, not the design portion, so the second sentence in the reply seems contradictory with the code.
Is it possible the second sentence was meant to reference UW-13? UW-9(c)(1) and UW-13(b)(3) both use the same language to define the rules about transitioning between thicknesses. Both allow 3 to 1 welds without restriction. Neither mentions UW-33. Even if there is not a mistake or typo, to ask a more general question, is it typical/normal to call a fabrication requirement a design requirement?
If I was to submit a question, it would be this: Are 3-to-1 tapered transitions per UW-9(c)(1) or UW-13(b)(3) ever allowed to be done with built-up weld material outside the confines of table UW-33?
The answer seems to be no, but I'm just curious if anyone has any experience or insights into this poorly worded (IMO) interpretation.
To ask a more general question, are fabrication alignment tolerances independent from the design of the joint, or are they one in the same? Is it apples and oranges or just a bunch of mashed up bananas?
asme said:Question (5): UW-33(b) indicates that offsets within the limits of Table UW-33 must be tapered, whereas UW-9(c) notes that only sections which differ in thickness by greater than 1/4t or 1/8 in. need the 3:1 taper. What is the distinction?
Reply (5): UW-33 refers to alignment tolerances only. UW-9(c) and UW-33 are design requirements which specify taper transition requirements when welding sections of different thicknesses. Both requirements must be met.
The reply here seems contradictory to me. It first says UW-33 is an alignment tolerance only. It then says UW-33 is also a design requirement. UW-33 is in the fabrication portion of UW, not the design portion, so the second sentence in the reply seems contradictory with the code.
Is it possible the second sentence was meant to reference UW-13? UW-9(c)(1) and UW-13(b)(3) both use the same language to define the rules about transitioning between thicknesses. Both allow 3 to 1 welds without restriction. Neither mentions UW-33. Even if there is not a mistake or typo, to ask a more general question, is it typical/normal to call a fabrication requirement a design requirement?
If I was to submit a question, it would be this: Are 3-to-1 tapered transitions per UW-9(c)(1) or UW-13(b)(3) ever allowed to be done with built-up weld material outside the confines of table UW-33?
The answer seems to be no, but I'm just curious if anyone has any experience or insights into this poorly worded (IMO) interpretation.
To ask a more general question, are fabrication alignment tolerances independent from the design of the joint, or are they one in the same? Is it apples and oranges or just a bunch of mashed up bananas?