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A timber pile 400 mm in diameter is subjected to the following axial compressive loads:
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- Compute the compressive force at the most stressed pile for each pile cap given in the table below. All column loads are unfactored and acting at the pile group centroid unless noted otherwise. My LL My (kN*m) y Pile Cap DL (kN)* LL(kN) LL Mx (kN*m) PC-1 1800 300 400 350 PC-2 1800 300 400 350 Mx *Pile cap weight is not included in the DL Notes: Pile diameter=600mm Use a pile cap thickness of 450mm for all cases with a conc unit wt of 23.5kN/m? PC-1 РС-2 3600 3600 1800 1800 1200 000 0081 009Sarrow_forwardHow does the Pile capacity can be determined?arrow_forwardDescribe the Basic concepts of pile capacity related to soil support.arrow_forward
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