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Structural Fire Design of Thin Walled Steel Sections

A Ranby, 1999

Nr: R188:5
Pris: 300:-
Medl.pris: 210:-

The aim of this thesis is to study the structural fire behaviour of thin walled steel sections; to find the actual steel temperature; how it varies across the steel sections and the phenomena of local buckling at elevated steel temperatures. The flexural buckling and torsional-flexural buckling load bearing resistances have also been studied. By using this information a method to design thin walled steel columns at elevated temperature has been developed.


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