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beam column joint fixity

 
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rangaraj21
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Joined: 02 May 2015
Posts: 6

PostPosted: Mon Feb 27, 2017 10:43 am    Post subject: beam column joint fixity Reply with quote

hi everyone:
  In analysis of RC framed structure (using any software), Is it reasonable to assume full fixity at beam column joints?

If yes
    how to achieve the same in field?
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Dr. N. Subramanian
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Joined: 21 Feb 2008
Posts: 5328
Location: Gaithersburg, MD, U.S.A.

PostPosted: Mon Feb 27, 2017 6:21 pm    Post subject: Re: beam column joint fixity Reply with quote

Dear Er Rangaraj,

Since the columns and beams are cast monolithically in RC Construction, the assumption of rigid joints is valid. Moreover, the beam bars are usually made to go through the joint.

Semi-rigid joints are encountered in steel buildings only, that too when certain types of joints are considered.

Best wishes
NS
rangaraj21 wrote:
hi everyone:
  In analysis of RC framed structure (using any software), Is it reasonable to assume full fixity at beam column joints?

If yes
    how to achieve the same in field?
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View user's profile Send private message
rangaraj21
SEFI Member
SEFI Member


Joined: 02 May 2015
Posts: 6

PostPosted: Tue Feb 28, 2017 4:35 am    Post subject: Reply with quote

thank you sir
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