1. What is the procedure of designi

[A.F]

1. What is the procedure of designing single pile subject to moment and shear(example ultimit moment 2600 Knm, shear 100Kn, axial 200Kn)

 

[EireChch]

Have a go, post your work and we will have a look. No one is going to do it for you

 

[A.F]

proposed procedure was the target not doing the work.

 

[Lomarandil]

Evaluate pile internal forces using P-y analysis, Brom's method, or nomographs (e.g. NAVFAC). Compare to desired pile section capacity.
Evaluate pile tip deflection and rotation, and compare to allowable limits.
Iterate length or size of pile as needed.

 

[EireChch]

ok, propose your procedure then and those that can help will. You have to make some effort.

If you come with a problem, you should always come with a solution. Even if its a bad one, its something

 

[A.F]

Dear Lomarandil
Searching underway for the method.

very helpful