Author: Edwards, A Trystan
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Edwards, A Trystan
The Structural Engineer, Volume 6, Issue 10, 1928
(6th) Girders erected by rolling over with temporary steelwork for lengthening span. A light lattice structure rather longer than half the span is bolted to the front end of the girders and engages with the opposite abutment to that upon which the span has been erected. This method of using a temporary beak for rolling over single spans is only justified when the cost of the temporary steelwork would be less than the cost of staging. D.G. Mackintosh
In order to ensure that bricks supplied for any particular work are satisfactory, it is desirable that, in addition to porosity tests and other requirements, some form of strength test shall be specified. W.N. Thomas and N. Davey
At the recent meetings of the B.A. in Glasgow, an interesting joint discussion between members of the Engineering and Education sections took place on September 6. S.B. Hamilton