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SIR,-In your April number, Mr. G. F. Rodmell makes some observations in regard to wide-flanged beams which I ask permission to correct.
The PRESIDENT, proposing a hearty vote of thanks to the author for the great trouble he had taken to prepare and deliver the lecture, said it had been cxtremely interesting, such as one would expect from Dr. Stradling. The manner in which he had shown the movement of moisture through bricks and stones was extroadinarily clever.
IT is proposed in this paper to consider briefly the causes of impact in the case of
railway and highway bridges, the methods employed in design to cover impact effects,
and modern research into the causes and magnitude of dynamic effects of moving loads.
Arthur A. Fordham