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pile cap foundation design with 4, 6 and 8 piles.

 
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bhavya
SEFI Member
SEFI Member


Joined: 21 May 2016
Posts: 4

PostPosted: Fri May 05, 2017 11:39 am    Post subject: pile cap foundation design with 4, 6 and 8 piles. Reply with quote

Hi all,

I have been trying to analyze a pile cap foundation with 4, 6 and 8 piles. The foundation is designed for a machine that lays on a base which is 250 mm from the pedestal. A lateral force of 141 kN acts at the top of the machine base as shown in the sketch. An uplift for 37.17 kN  acts on the foundation. Could you please help me analyzing this foundation. Have read about the truss analogy method and was able to analyse compressive loads on the pedestal but not able to analyse shear forces which in turn cause a moment. Attaching the sketches of plan and sectional view of the foundation.

Thanks in advance.

-Bhavya



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