Behaviour of Steel Beam-to-Column Connections in Fire
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Behaviour of Steel Beam-to-Column Connections in Fire

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The Structural Engineer
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The Structural Engineer, Volume 68, Issue 14, 1990

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The Structural Engineer, Volume 68, Issue 14, 1990

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Standard: £10 + VAT
Members/Subscribers: Free

The paper presents the results of fire tests on eight beam-to-column connections, typical of those used in modern framed buildings. Five tests were on non-composite beams, two on composite beams,and one on a shelf angle floor beam. Both protected and unprotected members were included. The tests demonstrated the ‘robustness’ of these connections in fire and showed that signifcant moments (up to two-thirds of their design moment capacity) could be sustained in fire conditions.

R.M. Lawson

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