Mayurika Chakrabarti
unread,Nov 19, 2014, 8:22:59 AM11/19/14Sign in to reply to author
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to Nisarg Shah, sbst-ba...@googlegroups.com
Dear Sir,
In the reference file you have sent us for the sum of Pile foundation Design, you have calculated the horizontal load per pile as = 10/4 T Where 4 are the no of piles. What is this 10 T? Also sir in class we haven't done the sum from Pile moment Calculations as in PDF.We have only done till total Load at Fixidity RL. Will that be in exam?
Thanks
Mayurika
UC0210
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