Thank you dik for your reply.
However I would like to clarify on the diagram, sorry that I did not make it clear.
I would like to find ways to reinforce on the weak axis of the primary beam due to wave load.
Thank you very much.
Thank you for your reply dik.
The illustration of plan view structure is shown below, it is an offshore structure. (I guess my weak axis bending concept is correct.)
Thank you very much.
Hi all,
Do you guys have any idea on how to increase the minor axis bending capacity of a rolled-H section (no substitution by built-up section)?
Thank you very much guys.
The photo attached shows the plan view of a steel beam connnection to a column.
I want to weld a doubler plate at the beam end to increase the shear capacity as shown, however i am not sure about the welding detail at the beam end.
In order to prevent fatigue failure and corrosion, I propose...
