Lateral Torsional Buckle in a Built Up Shape
Lateral Torsional Buckle in a Built Up Shape
(OP)
For the built up shapes show in table 1-20 (S shapes with cap channels) how is lateral torsional buckling checked? Is it a required check for this shape? I would like to use a S12x31.8 with a C10x15.3 cap channel for a monorail beam.
Thanks
Thanks






RE: Lateral Torsional Buckle in a Built Up Shape
BA
RE: Lateral Torsional Buckle in a Built Up Shape
RE: Lateral Torsional Buckle in a Built Up Shape
PEFLWI,
You can also refer to following for design:
1. CMAA-74(SPECIFICATION FOR MONORAIL)
2. CISC(Canadian) publication -Guide to the design of Crane and Crane supporting structures.
RE: Lateral Torsional Buckle in a Built Up Shape