2013 | OriginalPaper | Chapter
Fire-Resistance of Isolated Flexural Structural Components
Authors : Prof. Guoqiang Li, Associate Prof. Peijun Wang
Published in: Advanced Analysis and Design for Fire Safety of Steel Structures
Publisher: Springer Berlin Heidelberg
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When one of the following conditions is met, it is thought that the lateral torsional buckling of a flexural component is prevented and only the yield strength capacity of the flexural component is checked
[1]
at high temperatures
a rigid decking (reinforced concrete slab or steel plate) is connected to the compression flange of the flexural component;
the ratio of unsupported length
l
1
of the compression flange of a simply supported beam to its width
b
1
does not exceed the value given in Table 5.1.