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Dr. M. Soare of Bucharest writes:-
‘Mr. Banerjee states that “ ‘three’ numbers of boundary conditions are imperative for the solution of conoids ” and that “ Soare’s method assuming ‘two’ conditions instead does not offer a complete solution.”
The behaviour of the simple composite section and of shear site sections is discussed in the light of experimental observations. The type of behaviour to be expected in more complicated composite sections is also discussed.
J. C. CHAPMAN
In this paper a general analytical method is outlined for calculating the collapse loads of plane curved girders of any shape. The method applies to any type of loading and to girders curved in three dimensions. Examples are given of circular girders and
right-angled bents. For the former, Tables of collapse loads are obtained by means of an electronic computer.
E. 0. IMEGWU