Ameet.Dabadghav
SEFI Member
Joined: 26 Jan 2003
Posts: 8
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 Posted: Wed Nov 14, 2007 4:24 amPost subject: Message from Ameet.Dabadghav |
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jagadeesh
You have not mentioned if the BC of 10 t/m2 is the net allowable BC or
the ultimate BC..If it is ultimate and the unit weight of soil is 1.8
t/m3, then we need to deduct 1.8*3 = 5.4 t/m2 from 10 t/m2. Thus the
combined footing shall be sized for just 4.6 t/m2 which looks difficult
to me.
Regards
Ameet
-----Original Message-----
Message From jreddy_t[AT]yah... [mailto:jreddy_t[AT]yah...]
Sent: Tuesday, November 13, 2007 11:17 PM
To: Dabadghav, Ameet
Subject: [SEFI]
Dear Sefians,
Please clarify my questions
I am designing a multistory building, and SBC is only 10 t/m2 at 3m
below ground level.
All my footings are overlapping if i go isolated footing.
Can i go for combined footing for 8 columns like a strip footing.
Please let me know.
From
Jagadeesh
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