sdec.in
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Joined: 26 Jan 2003
Posts: 473
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 Posted: Fri Dec 23, 2005 6:45 amPost subject: Message from sdec |
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hi kasturi,
first of all u have to go thru the provisions of IS 13920 and u will notice
that a certain aspect ratio and a minimum thickness of structural members is
suggested which must be adopted by all of us for arriving a safe and
economical structure.Please read the relevant provisions urself...its v
important ..and the thickness of 200 mm will need to be increased to
preferably 300mm and yes it will tend to behave like walls and the detailing
will need to be taken care of as per 13920
regards
sangeeta wij
----- Original Message -----
Message From
To:
Sent: Thursday, December 22, 2005 10:28 PM
Subject: [SEFI]
| Quote: |
hi,
1)Iam designing a 2B+G+15 storeied Residential building.some of the
Column sizes are 0.2mx2.5m,0.2x3.0m and some 0.2x4.0m length.
whether the above RCC elements should be designed as a column or as a RCC
wall.
2) Can anybody refer me book for design of shear wall and liftmachine
roof slabs.
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