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By Saikiran Gone
Can anyone please share the pile design sheet or example for granular/cohesionless soil pile capacity calculation as per Eurocode-7.
I am not even finding the equation for calculating the pile capacity in the granular/cohesionless soil as per Eurocode-7. Please guide me to which clause to refer in the code to get this equation.
I have a question regarding design of thick pile caps for punching.
Slab is 2m thick and has 1m diameter circular piles on 3m centres.
If i check punching on control perimiter 2d - the perimiter crosses over neighbouring piles - Does this have effect on calculations
I checked reduced perimiter (only 90cm from pile face), and checked shear on pile face, and everything is ok there - no need for links
Also checked flexural shear in pilecap and it is ok.
Thanx for suggestions
I have to design a vertical fender cantilever pile subject to boat impact load. Under elastic range the total energy = 1/2 * deflection * force. But how to calculate the plastic energy as it depends of the plastic deflection just before forming a plastic hinge at the base of the fixed end? The total energy = elastic energy + plastic energy.