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The use of generalized beam theory, finite elements and experimental testing to investigate the stability of light gauge steel sections subject to axial load

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Figure

Figure (1-1) Cold-formed C-section sequences (www.custompartnet.com 27th, March 2014)
Figure (1-3) Typical cold-formed steel members (Yu, 2000)
Figure (1-5) Failure of long columns due to instability, (Akin, 2009)
Figure (1-7) Pin-ended column buckling modes, (Megson (2005)
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