Author: Sheppard, W G
1 January 1923
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Sheppard, W G
The Structural Engineer, Volume 1, Issue 1, 1923
The subject of this paper is the strength of rectangular slabs, but it is limited to such slabs as have an appreciable thickness coinpared with the span, and more particularly it is limited to slabs of reinforced concrete only. A. Ingerslev
In calculating the strength of plated rolled or built up sections it is usual first to calculate the moment of inertia about the neutral axis and then divide by the distance of the neutral axis from the extreme fibre. W.A. Green
This number of the Journal marks a new era in the history of the Institution. First of all, it bears for the first time the new title of the Institution; and secondly the size, and, it is intended, the matter included, are both enlarged.