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Moments not considered in Column design of IS:800-2007 LSM

 
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abhishekpathade
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Joined: 05 Aug 2009
Posts: 23

PostPosted: Sun Oct 24, 2010 2:14 am    Post subject: Moments not considered in Column design of IS:800-2007 LSM Reply with quote

Dear All

Is there a new addendum coming for the column design specifications id IS:800-2007 as it includes column design formulae for Axial loads only. what happens when moments are present?


Regards

abhishek
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Dr. N. Subramanian
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Joined: 21 Feb 2008
Posts: 5319
Location: Gaithersburg, MD, U.S.A.

PostPosted: Sun Oct 24, 2010 2:54 am    Post subject: Re: Moments not considered in Column design of IS:800-2007 L Reply with quote

Dear Mr Abhishek,

When moments are present, you have to design it as a beam-column, as per Section 9 of the code!

Best wishes
NS
ASP wrote:
Dear All

Is there a new addendum coming for the column design specifications id IS:800-2007 as it includes column design formulae for Axial loads only. what happens when moments are present?


Regards

abhishek
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abhishekpathade
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Joined: 05 Aug 2009
Posts: 23

PostPosted: Sun Oct 24, 2010 2:08 pm    Post subject: Thank you sir Reply with quote

Thank you sir
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