metengr;
I fully intend to get the final determination from our QC manager. The only reason I posed the question was because I needed to keep the job moving to stay on schedule. I assumed there would be someone familiar with the standard that could give me a simple yes or no. I didn't...
Due to illness I am forced to work from home and do not have access to our technical library. Our QC manager, who has the NACE library, is out of pocket for the next (2) weeks. The original spec stated the vessel was in lethal service so PWHT was required even though our estimating department...
We have received an order for an ASME Section VIII Div 1 vessel. The shell is SA 106 B, the heads are SA 516 70N and the flanges are SA 105N. Under the material section of the data sheet states it states heads and shell are to be per NACE MR0103. There is no mention of PWHT. The shell is 24"...
UG-116(e) states it shall be used "When the complete vessel meets the requirements of UW-11(a)(5) and UW-11(a)(5)(b)." With UW-11(a)(5)(b) stating the spots it requires cannot be used for any other increment of weld and UW-52 states spots taken to satisfy UW-11(a)(5)(b) shall not be used to...
Thanks guy's. Ya'll have given me a lot to chew on but I think I'll be able to solve my problem.
Thanks for all of your help especially in such a timely manner.
I am attempting to come up with a method to design baffles in large pressure vessels using horizontal stiffening. These baffle may be as tall as 20' or more and the resources I have only indicate 1 or 2 stiffeners which would cause the baffle thickness to be excessive. The approach I have used...
I created a pdf report with Compress 7110. I had to add several comments and insert several pages with additional calculations. I added manual bookmarks to those pages. Using Acrobat 9.0 I combined the Compress report with others I had created from Excel. All of the bookmarks from the pdf's...
