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...