The moment at point O due to the weight of the suspended sign.

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It proposed to provide pile foundation for a heavy column; the pile group consisting of 4 piles, placed at 2.0 m centre to centre, forming a square pattern. The under-ground soil is clay, having Cu at surface as 60 kN/m², and at depth 10 m, as 100 kN/m². Compute the allowable column load on the pile cap with factor of safety of 3.0, if the piles are circular having diameters 0.5 m each and length as 10 m.

Answer 1

Question

Chapter 10, Problem 31P

To determine

The moment at point O due to the weight of the suspended sign.

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