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Message from dilip_ngangom@rediffmail.com

 
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dilip_ngangom
SEFI Member
SEFI Member


Joined: 26 Jan 2003
Posts: 3

PostPosted: Wed Sep 08, 2004 6:21 am    Post subject: Message from dilip_ngangom@rediffmail.com Reply with quote

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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