Bending Capacity of Plate (Strong Axis)
Bending Capacity of Plate (Strong Axis)
(OP)
Hi,
There's equations out there for bending capacity of plates in weak axis (either elastic or plastic modulus), however I've never come across a bending capacity for a plate in strong axis. Also, this would be for a laterally unsupported plate, so I'm positive there are lateral-torsional buckling effects associated with the loading orientation.
Is anyone aware of any guidance available in either the CISC or AISC, or other? This seems like it would be a very simple exercise, however I cannot seem to find any guidance with treating laterally unsupported plates in strong axis bending.
Thanks!
There's equations out there for bending capacity of plates in weak axis (either elastic or plastic modulus), however I've never come across a bending capacity for a plate in strong axis. Also, this would be for a laterally unsupported plate, so I'm positive there are lateral-torsional buckling effects associated with the loading orientation.
Is anyone aware of any guidance available in either the CISC or AISC, or other? This seems like it would be a very simple exercise, however I cannot seem to find any guidance with treating laterally unsupported plates in strong axis bending.
Thanks!






RE: Bending Capacity of Plate (Strong Axis)
DaveAtkins
RE: Bending Capacity of Plate (Strong Axis)
RE: Bending Capacity of Plate (Strong Axis)
RE: Bending Capacity of Plate (Strong Axis)
RE: Bending Capacity of Plate (Strong Axis)
RE: Bending Capacity of Plate (Strong Axis)
RE: Bending Capacity of Plate (Strong Axis)
I still use my green book...and it is only 19 years old, not 20
DaveAtkins