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《Building Science Research of Sichuan》 2004-04
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Reasonable selection of section of the welded I-shaped column under axial compression

HAN Jian-ping,LI Hui,SU Chang-ji(College of Civil Engineering,Lanzhou University of Technology,Lanzhou730050,China)  
According to the global stability factor φ or the slenderness ratio λ selected,supposing the global stability of two main shafts and the local stability of section were satisfied,the width-height relationship of the section of the welded I-shaped column with two symmetrical axes under axial compression is presented through utilizing the approximate radius of gyration and the economical area proportion between wed plate and flange.The calculating formulae of the dimensions of web plate and flange are also given as designing reference.
【CateGory Index】: TU392.1
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