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Proceedings of the Eleventh International Conference on Computational Structures Technology
This paper considers the numerical non-linear analysis of the behaviour of the cellular steel beams taking into account the geometrical and physical nonlinearities. Nowadays, the analysis of the cellular steel beams is well investigated. Therefore, it is not difficult to obtain and verify the load bearing capacity values for a member with known dimensions. However, it might be difficult for a known value of applied load to obtain a section with the rational dimensions. The purpose of this paperdoi:10.4203/ccp.99.4 fatcat:5cpiukua5ba6pepnyeeyiduvvi