Design of Flush Endplate Connections in Composite Beams

Author: Ahmed, B;Nethercot, D A

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Design of Flush Endplate Connections in Composite Beams

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Author
Ahmed, B;Nethercot, D A
Date published
N/A
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Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Ahmed, B;Nethercot, D A

Citation

The Structural Engineer, Volume 75, Issue 14, 1997

Date published

N/A

Author

Ahmed, B;Nethercot, D A

Citation

The Structural Engineer, Volume 75, Issue 14, 1997

Price

Standard: £10 + VAT
Members/Subscribers: Free

Currently available design approaches for composite connections treat symmetrically and non-symmetrically loaded joints as two different cases. Based on a reexamination of all available test data, supplemented by results obtained from finite element analysis, a unlfied design approach is proposed. This allows for both the interaction of moment and shear and the influence of axial compression in the column. Although it is believed that the two effects will largely remain separate (i.e. for joints in which
moment capacity is affected by the shear-to-moment ratio the influence of column axial load will be negligible and vice versa), availability of a single design approach is clearly more convenient.

B. Ahmed and Professor D.A. Nethercot

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PDF
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The Institution of Structural Engineers

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Issue 14

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