Abstract
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
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a rigid decking (reinforced concrete slab or steel plate) is connected to the compression flange of the flexural component;
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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.
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© 2013 Zhejiang University Press, Hangzhou and Springer-Verlag Berlin Heidelberg
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Li, G., Wang, P. (2013). Fire-Resistance of Isolated Flexural Structural Components. In: Advanced Analysis and Design for Fire Safety of Steel Structures. Advanced Topics in Science and Technology in China. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-34393-3_5
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DOI: https://doi.org/10.1007/978-3-642-34393-3_5
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