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Column design
This forum is locked: you cannot post, reply to, or edit topics.This topic is locked: you cannot edit posts or make replies. www.www.buonovino.com Forum Index->Past Discussions Year 2006
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tnshreesh
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Joined: 26 Jan 2003
Posts: 11
PostPosted: Thu Dec 28, 2006 5:14 pmPost subject: Column design Reply with quote
�HI

Kindly furnish me reference to design columns subjected to tension and Biaxial bending as per IS in limit state method.

Can we design the column subjected to tension and biaxial moment using staad pro ?

regards
shreesh

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raju_goa
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Joined: 26 Jan 2003
Posts: 37
PostPosted: Fri Dec 29, 2006 4:08 amPost subject: Column design Reply with quote
Dear Shreesh,

If you are looking out for a book then you may refer - Biaxial Bending of
Reinforced Concrete members by U. H. Varyani. The publishers are South Asian
Publishers, New Delhi.

Regards,
Shekhar

SHEKHAR PANANDIKER & ASSOCIATES
Consulting Structural Engineers
Wing A, second floor, Heeraniketan,
Margao - Goa 403601
INDIA

Tel:+91-832-2738399, 2705947
Fax:+91-832-2705947
Our new E-mail id is: panandiker_goa[AT]dat... .
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sdec
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Posts: 26
PostPosted: Fri Dec 29, 2006 4:49 amPost subject: Column design Reply with quote
Well, the simplest and the quickest is to design with SP-16, as it gives all
the charts similar to the charts for Compression with bi-axial bending.
regards
sangeeta wij

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tnshreesh
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Joined: 26 Jan 2003
Posts: 11
PostPosted: Sat Dec 30, 2006 6:01 pmPost subject: Column design Reply with quote
Sangeeta

I am looking for design of columns subjected to tension and biaxial bending.

regards
shreesh

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sargo
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Joined: 26 Jan 2003
Posts: 23
Location: Nasik-422003. cell - 09823193042
PostPosted: Sun Dec 31, 2006 5:45 pmPost subject: Column design Reply with quote
�Happy new year 2007.
May this year be fulfill all your hopes & wishes.

please send the load and tension force deatils with the end condition.
Govind Chhawsaria.
09823193042,09226744748,0253-6452089

On Sat, 30 Dec 2006 vshreesh[AT]dat... wrote :
[quote]Sangeeta

I am looking for design of columns subjected to tension and biaxial bending.

regards
shreesh

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