sw007
Structural
- Apr 18, 2008
- 41
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.
For example: (1) For prequalified WPS, which tolerance I should use?
(2) For WPS qualifed by PQR, which tolerance I should use?
Thanks.