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Doubts regarding eccentric footing

 
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rajendra_prasad
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Joined: 10 Jan 2011
Posts: 4

PostPosted: Mon Apr 09, 2012 1:54 pm    Post subject: Doubts regarding eccentric footing Reply with quote

hello sefians,
I have a practical situation where the column is on the boundary line and hence its footing is eccentric. The building type is residential G+2 floors and my doubt is that is it necessary to give a tie beam at the footing level itself or just the soil filled over the footing will be able to take care of the tilting moment.
Thanking you all in advance
rajendra
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Dr. N. Subramanian
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Joined: 21 Feb 2008
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Location: Gaithersburg, MD, U.S.A.

PostPosted: Mon Apr 09, 2012 3:45 pm    Post subject: Re: Doubts regarding eccentric footing Reply with quote

Dear Er Prasad,

You need to provide beam connecting to interior footing in order that the footing behaves properly.

The soil weight wil not be sufficient! You can calculate it yourself and check!

Best wishes
NS
rajendra_prasad wrote:
hello sefians,
I have a practical situation where the column is on the boundary line and hence its footing is eccentric. The building type is residential G+2 floors and my doubt is that is it necessary to give a tie beam at the footing level itself or just the soil filled over the footing will be able to take care of the tilting moment.
Thanking you all in advance
rajendra
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srkandula
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Joined: 23 Jun 2010
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PostPosted: Thu Apr 12, 2012 7:59 am    Post subject: Reply with quote

Dear prasad,
you can design the footing by connecting end column with interior column by strap beam. you can refer RCC design By BC Punmia for worked out example.
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