SHS to I Beam Stub Moment Connection (Local Buckling Check )
SHS to I Beam Stub Moment Connection (Local Buckling Check )
(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 s
tub connection from British code?
Or any design procedure / example of this type of HSS s
tub connection from British code? 




