Support restraints for lateral torsional buckling?
Support restraints for lateral torsional buckling?
(OP)
Hi there,
With regard to lateral torsional buckling would the beam shown in the attached image be taken as restrained at the supports?
At the supports the bottom flange is bolted down but the top flange is free. Note that point loads can occur anywhere on the top flange.
With regard to lateral torsional buckling would the beam shown in the attached image be taken as restrained at the supports?
At the supports the bottom flange is bolted down but the top flange is free. Note that point loads can occur anywhere on the top flange.






RE: Support restraints for lateral torsional buckling?