ABSTRACT
Fam et al. (2003, 2005).
The strength under the combined actions of bending and compression are
related to the separate bending and compression strengths via an interaction
formula. The capacities of CFST members under pure bending (see Chapter 3) and
pure compression (see Chapter 4) will be utilised. Second-order effects which
possibly magnify the bending moment should be considered in the structural
analysis.
