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What is Cb Values for Beam Loadings and Support about?

- For a uniformly loaded, simply supported W-shape beam with lateral support at the ends only, the lateral torsional buckling coefficient Cb = 1.14. - Standard W, M, S, and C shapes are generally compact, but a few may be noncompact due to their flange width-thickness ratios. A noncompact beam could fail due to lateral torsional buckling, flange local buckling, or web local buckling. - The nominal flexural strength of a compact shape is based on lateral torsional buckling. For a noncompact shape, the nomi

Author

Alexa Buquir

Language

EN