Units in N and mm only

Pile and jacket





GC connection


Jacket shear keys





Materials



Steel youngs modulus (210 GPa)

Loads @ top of pile
(right hand rule global loads)






Results i

'SK UR axial & bending' approximates the SK vertical force due to bending (max bending along GC used). The FV1Shk,d,mom is then added to FV1Shk,d,ax (see DNV-ST-0126)
FV1Shk,d,mom = (Mres · hShk) / (WJL · n)
where WJL is the section modulus of the jacket leg.
This should be checked in FEA if Pnom >= 1.5MPa.

Validity Checks