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Daily Digest Tue Oct 5 23:00:03 2004

 
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vr.prasad
SEFI Member
SEFI Member


Joined: 26 Jan 2003
Posts: 2

PostPosted: Wed Oct 06, 2004 4:31 am    Post subject: Daily Digest Tue Oct 5 23:00:03 2004 Reply with quote

Rajendra Prasad V.
Bhagwati Designs Pvt. Ltd.
Ph : 040-27636341,48 - Ext : 211
Mobile : 9849698790


-----Original Message-----
Message From  general@sefindia.org [mailto:general@sefindia.org]
Sent: Tuesday, October 05, 2004 11:00 PM
To: vr.prasad@bhagwatis.com
Subject: Daily Digest Tue Oct 5 23:00:03 2004

----------------------------------------------------------
Message From  surendra@lntecc.com
Subject: SEISMIC DETAILING FOR CIRCULAR COLUMNS
Date: 05/10/04
Time: 09:46:29
----------------------------------------------------------
Dear Mr. Mukesh Upadhyay,

My question is

Is it required to provide cross ties in circular column or not ?  

We provide cross ties in square or rectangular column for 300c/c(maximum
allowable spacing)as shown in figure 7.B and 7.C of IS 13920:1993. But
for circular columns code does not specify any special clause.

For circular columns we can follow similar conceptual procedure stated
as per IS:13920:1993 (But just i need any proof in any other code or
book). But placing of stirrups is also difficult. Especially following
clause 7.C where when width exceeds 300mm we have to provide overlapping
hoops. It is difficult for site to do?

So just i want to how people are practicing...

Regards,

SURENDRA BABU .J
Assistant Engineering Manager,
EDRC,
L;T - ECC,
Manapakkam,
Mount poonamalle high road,
Chennai - 600 089

PS : My posting in SEFI is not to dishonour/comment IS 13920.


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Message From  h2003122@bits-pilani.ac.in
Subject: Re: Protected Mail Request
Date: 05/10/04
Time: 15:28:52
----------------------------------------------------------

Partial message is available.



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