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3. Continuous frames
3.1 General
Continuous composite framing is of particular interest in the absence of a bracing system, sometimes imposed by the purpose of the construction.
This is the case for industrial halls (figure 13 ), where it can be advantageous to design with mixed beams and columns when stringent requirements are imposed on the lateral displacements and deflections of the beams at ELS (serviceability limit states) and/or on the duration of fire resistance.
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Continuous frames
Slab participation and force transfer between slab and column
Bibliography
Software tools
SISMEF – Software for simulating the mechanical behavior of composite structures (steel-concrete) subjected to heating. Validation report, CTICM (1998).
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FINELG – Non linear finite element analysis program. User's Manual Version 9.0, Université de Liège and Bureau d'Études Greisch (2003).
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Websites
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CTICM –
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ArcelorMittal
Standards and norms
- - NF EN 1994-1-1 -
- - NF EN 1994-1-1/NA -
- - ENV 1994-1-1/DAN -
- - NF EN 1993-1-1 -
- - NF EN 1993-1-1/NA -
- - ENV 1993-1-1 -
- - NF EN1993-1-8 -
- - NF EN 1993-1-8/NA -
- - NF EN 1992-1-1 -
- - NF EN 1992-1-1/NA -
- - NF EN 10080 -
- - NF EN 1998-1 -
- - NF EN 1998-1/NA -
- - NF EN 1998-3 -
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