Search results for query: *

Dammit, I was hoping to use 10 :) The problem with sloppy work is that the supply FAR EXCEEDS the demand

And then there is India :) The problem with sloppy work is that the supply FAR EXCEEDS the demand

Yes, this ^ The problem with sloppy work is that the supply FAR EXCEEDS the demand

And why would you? The problem with sloppy work is that the supply FAR EXCEEDS the demand

Umar10, it appears to me that the designer selects the appropriate level of strain for the given design, the factor can then be applied. Perhaps there is some guidance in II-D or Sec III, I don't know. Regards, Mike The problem with sloppy work is that the supply FAR EXCEEDS the demand

Guess they didn't need it anymore, whatever it is :) The problem with sloppy work is that the supply FAR EXCEEDS the demand

"10 years away" :) The problem with sloppy work is that the supply FAR EXCEEDS the demand

No matter what you do with it, you just can't carry much H2 around with you :) The problem with sloppy work is that the supply FAR EXCEEDS the demand

LittleInch's post 17 Sep 24 07:37 woulda been a great time to start Part 3 :) The problem with sloppy work is that the supply FAR EXCEEDS the demand

LOL The problem with sloppy work is that the supply FAR EXCEEDS the demand

EXISTENSIAL!! The problem with sloppy work is that the supply FAR EXCEEDS the demand

A knowledgeable buyer in your org can be a big help also. The problem with sloppy work is that the supply FAR EXCEEDS the demand

leon_har_dt, I am not familiar with Div. 2, so I can't comment on the paragraphs cited. But anywhere a stress is computed an area is involved. The problem with sloppy work is that the supply FAR EXCEEDS the demand

mariolucas75, OK, I uderstand you do not have the calculations, but: The vessel GA, the vessel spec sheet, the (whichever) Code forms should state if external corrosion allowance is applied. If it is not applied, you will have to justify the condition by performing the Code calculatipns in the...

leon_har_dt, not sure what it is you don't understand. Is it the source of the loadings? Surely you understand the idea of the net area, right? Regards, Mike The problem with sloppy work is that the supply FAR EXCEEDS the demand

If by "reinforcements" you mean external elements like pads, normally no CA applied externally, unless otherwise specified. Regards, Mike The problem with sloppy work is that the supply FAR EXCEEDS the demand

Tolerances are in the plate specs. SA-20, SA-516, SA-240, etc. etc. Plate thicknesses are generally available in 1/8" increments, up to, say 1 1/2" 1/4" over that. But not always. Check with your suppliers for avaiability. Well, you'd hope so :) Regards, Mike The problem with sloppy work...

"Everybody wants to save the world. Nobody wants to help Mom with dinner." P.J. O'Rourke. The Master The problem with sloppy work is that the supply FAR EXCEEDS the demand

I'm having a little trouble following this. From the beam self weight? If so, is the camber of any use? The problem with sloppy work is that the supply FAR EXCEEDS the demand

Nice link. On a brief search I didn't find anything I thought useful. The problem with sloppy work is that the supply FAR EXCEEDS the demand