ibarua
General Sponsor
Joined: 26 Jan 2003
帖子:1039
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 Posted: Fri Dec 23, 2005 2:38 amPost subject: Message from ibarua |
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23 December 2005
Please ensure that the columns /shear walls will sustain the imposed loads & moments without distress. It seems to be that the width of 0.2 m. is rather small for a 16 storied building. Do a preliminary design based on approximate methods before finalizing the member sizes.
Indrajit Barua.
On Thu, 22 Dec 2005 sidhudaljeet[AT]yah... wrote :
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May god bless the would be dewellers !!!!!
Nothing more
Daljit
kasturi1976[AT]yah... wrote:
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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