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Designing of Raft foundation for Over head tank with Shaft

 
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anilkumargandla
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Joined: 05 Jul 2011
Posts: 3

PostPosted: Mon Nov 26, 2012 6:57 am    Post subject: Designing of Raft foundation for Over head tank with Shaft Reply with quote

Dear Sir,


I am designing 750 KL  Over head tank with shaft type staging of 24 mt. It was located in Seismic Zone -IV. While computing seismic weight, what value will be taken for Response Reduction factor? The safe bearing capacity of soil is 8 t/sq mt at a depth of 2 mt below ground level.Give me the guidance for designing the foundation. For designing raft foundation, suggest any reference. As per IS 1893-2002, The Response reduction factor "R" Value not given for Over head tanks with Shaft type staging.


Kindly give me guidance.




Thanking you


Anil kumar Gandla
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