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Bulgarian Law Ordinance N.2 and N.3

Bulgarian Law Ordinance N.2 and N.3

Bulgarian Law Ordinance N.2 and N.3

(OP)
Dear all,

I have to design some pressure vessels to be installed in Burgas, Bulgaria.
For the seismic and wind stability calculation, I must take into account the provions indicated in the following Ordinance (see the attachments):

1. ORDINANCE № 2 dated July 23rd 2007 concerning design of buildings and facilities in seismic areas.
2. ORDINANCE № 3 dated July 21st 2004 concerning the main provisions for the design of construction structures and effects on them.

I have two question:

1. Does anyone have the attachments 6 and 8 on which those ordinances refer to determinate some coefficient?
2. Does anyone have designed vessels according to those ordinance?

Thank you in advance,

Checcobillo

RE: Bulgarian Law Ordinance N.2 and N.3

I could probably find it for you, but I guess it will be in Bulgarian language and will need some translation.

RE: Bulgarian Law Ordinance N.2 and N.3

(OP)
Thank you, CuMo,

but I just have those in Bulgarian Language. I need in English Language.

Thanks
Checcobillo

RE: Bulgarian Law Ordinance N.2 and N.3

I doubt there is translation in English, however you can try and contact the CHAMBER OF ENGINEERS IN THE INVESTMENT DESIGN, which I guess is responsible for handling of these ordinances.
I also doubt they will be able to help you. Anyway, give it a try here:

http://www.kiip.bg/a/region/co/nav/contacts/contac...

e-mail your request to all of them.

If you need translation of some short text - one page let's say, e-mail it to me at simeon.arabov AT gmail.com and I will translate it for you, I am bulgarian.

Best regards!

RE: Bulgarian Law Ordinance N.2 and N.3

(OP)
As I say above, I need those attachment, Attachment 6 and 8.
I have some problem to determinate the coefficient "u" which is "the coefficient for conversion of the weight of the snow cover on earth into weight of the snow cover on the roof" (See Attachment 2 in the first question above, art.85 and 87).
Here you can find the attachment 6, write in bulgarian language, in which it is explained how it is possible to determinate the coefficient "u".

My client says that this coefficient shall be 1.4, but I don't undestand why.

Thanks

RE: Bulgarian Law Ordinance N.2 and N.3

I will try to get back to you later this evening.
What I've seen on page 27 - right bottom end is:
For steel-conrete roof structures the coefficient "u" should be no bigger than 1,4.
But at the moment I cannot spend more time in research of your issue, since I've got a lot of work to do.

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