Biaxial Moment Frame Column
Biaxial Moment Frame Column
(OP)
Can anyone tell me why I can't use an HSS column at the intersection of two orthogonal OMFs? If so, is there a provision in the IBC, ASCE7, or AISC341 you are refering to?
Thanks
Thanks






RE: Biaxial Moment Frame Column
In fact, if memory serves me right, I've actually used one.
RE: Biaxial Moment Frame Column
Not sure though as I am not an SE.
RE: Biaxial Moment Frame Column
RE: Biaxial Moment Frame Column
I assume there is not a single other column you could move the moment frame - I mean its not like your blocking a doorway with a brace, right?