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Daily Digest Wed Sep 8 23:00:03 2004

 
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ibarua
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PostPosted: Thu Sep 09, 2004 2:29 am    Post subject: Daily Digest Wed Sep 8 23:00:03 2004 Reply with quote

09 Sept., 2004

Re.: Shear design of columns
-----------------------

Columns are to be designed for shear during EQ. condition, as per IS:13920. The shear strength of concrete increases when the section is under compression by an axial force. The design can be easily carried out using the formula given in the Codes,and the need for proper transverse rebars and special confining rebars can be established. I have developed a simple MsExcel routine for that purpose.

Indrajit Barua.

On Wed, 08 Sep 2004 general@sefindia.org wrote :
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conart
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PostPosted: Thu Sep 09, 2004 6:09 am    Post subject: Daily Digest Wed Sep 8 23:00:03 2004 Reply with quote

On Wed, 08 Sep 2004 general@sefindia.org wrote :
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Date: 08/09/04
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Message From  dilip_ngangom@rediffmail.com
Subject:
Date: 08/09/04
Time: 11:51:19
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  Sub: Shear strength of RCC columns
Sir,
    Could you please clarify me at some confusion coming across the  strength of columns. In clause no. 7.3.4 of IS.13920:1993, the design shear force for columns are given. Again shear strength of columns are given in clause no.40.2.2 of IS 456:2000. Suppose if the shear strength of column happens to be less than the design shear force shall it be  provided with shear stirrups in the form of transverse reinforcement as is given in clause 7.4 of  IS.13920:1993 ? I have not come across the design of transverse reinforcement of columns in school textbooks read so far. So, I am hesitant to do it without confirmation from you.

     With regards,
Dilip Ngangom



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Message From  ishacon@vsnl.net
Subject: Re: Footings
Date: 08/09/04
Time: 19:32:07
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Dear Shekhar,
You may have to go for piles since raft foundn will not be economical if
there
is no basement.

Pls ensure about the black cotton soil swell characteristics and anticipated
differential settlements.

V.P.Agarwal
ishacon@vsnl.net

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