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Extra info for Advances in steel structures: proceedings of the Second International Conference on Advances in Steel Structures 1, 15-17 December 1999, Hong Kong, China
Care needs to be taken with welded Section distortion may occur and aggravate inelastic sections. inelastic local buckling in compression or for these types of members are included in connections to slender cold-formed tubes. local buckling of the slender cold-formed 5. Proposals for the design of bolted moment end plates in cold-formed tubular members have been made. This type of connection can be designed for satisfactory performance provided the welding of the tubes to the end plates is carried out to rigorous welding standards.
The research on tubular end plate connections that has been conducted has concentrated on pure tensile loading or combined compression and bending. An analytical model to predict the serviceability limit moment and ultimate moment capacities of end plate connections joining rectangular hollow sections has been presented in Wheeler, Clarke, Hancock and Murray (1998). The connection geometry considered utilises two rows of bolts, one of which is located above the tension flange and the other of which is positioned symmetrically below the compression flange.
No. 2, pp. 121-164. Reading, S J (1989), Kavianpour, K (1990), Anderson, D, Reading S, J and Kavianpour, K (1991) Investigation of the wind connection method, MSc thesis, University of Warwick, Wood, R H and Roberts, E H (1975), A graphical method of predicting sidesway in multistorey buildings, Proceedings Institution of Civil Engineers, Part 2, Vol. 59, pp 353-272. Ye Mei-Xin, Nethercot, D A and Li, T Q (1996), Non-linear finite element analysis of composite frames, Proceedings Institution of Civil Engineers, Structures and Buildings, Volume 116, pp 244247.