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AWS D1.1 Joint dimension tolerance 1

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sw007

Structural
Joined
Apr 18, 2008
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41
Location
US
In AWS D1.1, tolerance of the joint dimension is defined in Figure 3.3 and 3.4 by "as detailed" and "fit-up". What is the difference between "as detailed" and Fit-up".

For example: (1) For prequalified WPS, which tolerance I should use?

(2) For WPS qualifed by PQR, which tolerance I should use?

Thanks.
 
The tolerances are the same for standard joint details regardless of whether the WPS is prequalified or qualified by testing.

The "as-detailed" dimensions are the maximum dimensions allowed on the drawing or instructions describing the joint.

The "as-fit up" dimensions are the maxiumum allowed when measured on the part prior to welding the joint.

See D1.1 section 3.12.3


 
GRoberts:

Thanks for your reply.

So, for welding procedure qualification, which one should be used, "As-detail" or "As-fit". Based on your interpretation, we should use "As-detail" tolerance because it is drawing.
 
I would agree with that. That is what I have previously done.
 
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