Local Buckling check of HSS column in Stub Connection
Local Buckling check of HSS column in Stub Connection
(OP)
How I can check the local buckling capacity of the HSS square column in through plate stub connection any reference or example from American code.
Or any design procedure / example of this type of HSS stub connection from British code?
Or any design procedure / example of this type of HSS stub connection from British code?




