Author: Creasy, L R
First published: N/A
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Creasy, L R
The problem considered in this paper is that of a rectangular slab of uniform thickness strengthened by four edge-beams; it is loaded transversely and supported at its corners on rigid stanchions. Symmetry of geometry and of loading is taken to exist about both the axes x = 0 and y = 0 (Fig 1).
D.N. de G. Allen and R.T. Severn
Most of the large amount of work on plastic collapse of structures has been concerned with the collapse of structures loaded in their own plane and hence the members are subjected only to bending moment, end load and shear force.
S.S. Gill and J.K.G. Boucher
First, I must thank all members of the Institution very sincerely for the honour they have conferred on me by electing me as President for this Session.