Warning: Make sure you scan the downloaded attachment with updated antivirus tools before opening them. They may contain viruses. Use online scanners here and here to upload downloaded attachment to check for safety.
Posted: Mon Nov 26, 2012 6:57 am Post subject: Designing of Raft foundation for Over head tank with Shaft
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.
You cannot post new topics in this forum You cannot reply to topics in this forum You cannot edit your posts in this forum You cannot delete your posts in this forum You cannot vote in polls in this forum You cannot attach files in this forum You can download files in this forum