Author: Christiansen, K P
First published: N/A
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Christiansen, K P
The paper deals with a direct method of solution for conoidal shells and discusses the present concept of choosing the number of boundary conditions for solution of the general equation of such shells.
Santi P. Banerjee
Mr. Husband presented the paper. He showed pictures of cantilever stadia abroad and many more of the Sheffield Wednesday stand in varioustages of its erection and after completion.
Composite construction in structural steel and concrete slab in the early years was mostly designed for medium-span highway bridges in which steel beams were seldom fully encased and for which shear connectors were necessary to maintain the composite action against the vibration due to traffic. In consequence the majority of the experimental investigations were concerned with the behaviour of composite beams provided with shear connectors and the load-carrying capacity of various types of shear connector. Very little has been done on the determination of horizontal shear resistance of composite Tee-beams in which the fully encased steel joist has no shear connectors.
F. K. C. Wong