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Bracing requirements for laterally unrestrained beams
AbstractResults from a finite-element program specially developed to study the behaviour of braced beams are presented. These show that, provided that a beam is braced with restraints of stiffness sufficient to induce ‘complete support’, a force of 1% of the axial load in a flange at failure may generally be assumed as the bracing-strength requirement.
Bracing requirements for laterally unrestrained beams
AbstractResults from a finite-element program specially developed to study the behaviour of braced beams are presented. These show that, provided that a beam is braced with restraints of stiffness sufficient to induce ‘complete support’, a force of 1% of the axial load in a flange at failure may generally be assumed as the bracing-strength requirement.
Bracing requirements for laterally unrestrained beams
Wang, Y.C. (author) / Nethercot, D.A. (author)
Journal of Constructional Steel Research ; 17 ; 305-315
1991-01-01
11 pages
Article (Journal)
Electronic Resource
English
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