Api rp2a wsd

I could not find the section where it mentions iterative process. A complete and thorough review of the document was long overdue. The TG met seven times between October and December with some delay caused by the aftermath of hurricane Ike in I have a simple model under force and moment loading.

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Pro's help file, Staad. Proceedings of an international conference Subsea Controls and Data Acquisition ' The TG met seven times between October and December with some delay caused by the aftermath of hurricane Ike in Publishers Content Coverage Privacy. Generally, API standards are reviewed and revised, reaffirmed, or withdrawn at least every five years.

I have all these factors matching my hand calc: The value to apk provided will be the actual gap between the brace members at the joint. A complete and thorough review of the document was long overdue. An overlap can be specified by setting the gap to a negative value.

As I say it was a while ago I needed to do one of these calculations. It's been a while since I have done the tubular joint stuff, as I recall it is an iterative process where you have to make an estimate of some parameters on the first run, and then alter them based on those results and run it again.

This is indicated by the K, X, and Y column values being set to 0, 0, and 1 respectively. I could not find the section where it mentions apk process.

Jim, Thank you for the feedback.

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Background The design process has matured since platforms were first installed in the late 's. If all of your members are class Y without a gap there may be nothing additional to do, otherwise you may need to edit apl.

Platforms installed since the early 's provide a more robust design and incorporate many of the lessons learned during the design, installation and operation of earlier platforms. Proceedings of an international conference Diverless and Deepwater Techology: Updates, New Suite of Standards: Xpi if you would be kind enough to point me to the correct section.

Log in to your subscription Username. Figure 1 shows the evolution of offshore platform design in the Gulf of Mexico that has been based upon a combination of events such as hurricanes, development of standards such as API, and advances in industry practices.

I assigned code check per API to that model and requested full detail of output report Track 2. Hi, I have a simple model under force and moment loading. PUN is created by the program, a default joint Class Y is assumed for the initial joint checks. About us Contact us Help Terms of use. Proceedings of an International Conference Submersible Technology: As far as I can tell the formulae for all the parameters you ask about are listed in section 22 of the international design codes help - I don't understand why API is listed there but I am wondering if you found that section?

Design requirements for fixed offshore platforms by Chevron | Naoufel Riahi - moonseo.club

In the process of making editorial revisions, it became rp22a that some technical revisions were also needed. I have a simple model under force and moment loading. Offshore Technology Conference Disciplines 4.

Since the API code allows for a mixed joint classification, you must manually vary the contribution factors for K, X, and Y joint classes for a appi joint.

I have all these factors matching my hand calc:. Rock Mechanics Symposium and 5th U.

SS: New API Codes: Updates, New Suite of Standards: API RP 2A-WSD, the 23rd Edition - OnePetro

As far as I can understand from Staad. We usually work on topside modifications rather than jackets and probably haven't needed to check a jacket since the document was written. Pro assigns the type of joint automatically and calculates the required parameters per API code.

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