What
about Lateral Torsional Buckling (LTB) of our structures?
Lateral Torsional Buckling (LTB) is the
deformation experienced by a beam with generally unrenstrained ends.
Causes: The applied loads away from its longitudinal
axis. It then undergoes both lateral displacement and bending.
Steel beams with "unrestrained" ends
are beams whose compression flange is free to move (or shift) in the lateral
direction and also to bend. If we are referring to a simply supported beam,
then its compression flange is, of course, the upper flange. As this flange
deforms laterally, the flange in tension tends to hold the beam in a straight
configuration and thus generates "restoring" forces due to the
lateral bending of the beam.
However, these forces alone are not sufficient
to hold the beam in a straight configuration. The resistance of the beam to LTB
is therefore determined by both the restoring forces and the lateral component
of the tensile forces in the tensioned flange of the beam.
Design Provisions: The desired restraint can be fully achieved
by the composite action of a concrete deck. Partial restraint can be achieved
by the use of intermediate beams.
Sufficiently sized and appropriately placed bracing may also be used.