Standard: WRC BUL 272

DESIGN OF BEAM COLUMNS WITH LATERAL-TORSIONAL END RESTRAINTS ; TAPERED COLUMNS WITH UNEQUAL FLANGED

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Scope:

The AISC interaction equation approach is a very convenient design tool and has been widely accepted as the basic design approach for beam-columns. This study has addressed itself to one special aspect of the interaction equation approach (lateral-torsional buckling failure mode) and resulted in a conclusion that for lateral-torsional buckling, a modification function to the bending stress ratio (fb/Fb), different from the AISC format, can provide improved designs on a more rational basis. For in-plane failure mode the present AISC interaction equation remains a very good approach.

Organization: Welding Research Council
Document Number: wrc bul 272
Publish Date: 1981-11-01
Page Count: 23
Change Type: NEW ADDITION
Available Languages: EN
DOD Adopted: NO
ANSI Approved: NO
Most Recent Revision: YES
Current Version: YES
Status: Active
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