Correspondence on The Longitudinal Bending Behaviour of Composite Box Girder Bridges Having Incomple

The parameters affecting the ultimate shear capacity of two-bay prototype beams have been examined using dimensional analysis; in particular, the importance of web slenderness and flange stiffness has been demonstrated. Design charts, which take into account the postbuckling behaviour of the web, have been proposed for beams having a clear web depth up to 600 mm. Values taken from the charts indicate that the current design procedure for beams with slender webs grossly underestimates their shear capacity. B.O. Hilson and P.D. Rodd

This month's letters discuss foundations in shrinkable ground and highlight a survey on structural optimisation in practice.

Shalini Jagnarine-Azan describes how the impact of a heating planet is already being felt by islands in the Caribbean, and discusses the challenges of trying to build back more resiliently following a disaster.