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Message from prof.arc

 
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prof.arc
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Joined: 26 Jan 2003
Posts: 703

PostPosted: Thu Jan 12, 2006 11:45 am    Post subject: Message from prof.arc Reply with quote

There is a free for all in the assumptions for Modelling of buildings as
there is no formal code. Therefore, opinion expressed is that of the author.
If you are working in a design office, your Boss could determine the
assumptions for the theoretical model. If you are a research worker, there
are far too many publications which will indicate the wide variations . I
have recently written some papers on this topic.

May be you can assume (i) Gross section of Concrete (ii) assume Static
Modulus of Elasticity. Try to include all vertical supporting elements.

Best wishes
ARC

On Thu Jan 12 01:39:01 2006, rajbeermalhotra[AT]red... <
rajbeermalhotra[AT]red...> wrote:
Quote:

Can anyone give me some tips/references that while analysing Reinforced
Concrete Building frames etc. on what basis a realistic value of stiffness
(E value and I value) be assigned to the structural members?Plz help!!URGENT


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