Hi everyone,
There is some argument comes up at my office every so often about the safe working load to be marked on the pad eyes.
I have a structure to be installed offshore in GoM (Gulf of Mexico). The governing code to design the structure is API RP 2A-WSD. (By WSD I mean Working Stress...
Hi, I am going to weld a structural lifting bracket onto a pressure-containing pipe.
I know ASME B31.8 calls some requirements under clause#831.3.5.
Few questions:
1-Is there any other codes call the resuirements for the design, application, and testing for such setup? If "Yes" please...
Hi, Has somebody done the CP calcs per both DNV-RP-B401 and NACE-SP0607?
I am wondering why the results are soooo different per these codes. For the same surface area DNV comes up with waaaay higher number for anodes comparing to NACE. (i.e. per DNV B401 you need 13 of 150lb anodes but per NACE...
Hi, I am re-posting this question.
One of the design requirements for my offshore structure is an impact from a mass with a given velocity. (Mass and Velocity are given.)
I am looking for a realistic way to translate that "impact load" into an "equivalent static load", and geting rid of doing...
Hi,
One of the design requirements for my offshore structure is an impact from a mass with a given velocity. (Mass and Velocity are given.)
I am looking for a realistic way to translate that "impact load" into an "equivalent static load", and geting rid of doing any impact dynamic analysis.
Here...
I know IWRC is standing for "Independent Wire Rope Core", but I need to know what "E" is standing for in "EIWRC". My first guess would be Extra, but I'm not sure at all.
So please let me know what "E" is standing for, and what it means in terms of differences between IWRC and EIWRC.....
Is EIWRC...
