Biaxial Bending in CHS
Biaxial Bending in CHS
(OP)
Just looking for this to be cleared up. In as4100 it has requirements for biaxial bending depending on whether or not the section is compact etc.
For a CHS I would have thought these would not apply, since a resultant can be found from the moment components, and the problem reduced to uniaxial bending. Is this the way most people go about it?
For a CHS I would have thought these would not apply, since a resultant can be found from the moment components, and the problem reduced to uniaxial bending. Is this the way most people go about it?






RE: Biaxial Bending in CHS
RE: Biaxial Bending in CHS
RE: Biaxial Bending in CHS
RE: Biaxial Bending in CHS
AS4100 5.2.2 Section slenderness
...For circular hollow sections, the section slenderness shall be calculated as follows: Ls=(do/t)(fy/250)
RE: Biaxial Bending in CHS
I have always combined moments and get a resultant but a colleage suggested I followed the code, but as you guys have confirmed its really uniaxial bending.
RE: Biaxial Bending in CHS