Author: Ward, L E
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Ward, L E
The Structural Engineer, Volume 31, Issue 4, 1953
In presenting a previous paper', the author demonstrated the solution of a five-bay gabled frame of which each bay was unsymmetrical in geometry and loading. The solution was not then published, and in the present paper the calculation is set out in a form which can be applied to gabled frameworks with any inclination of the two rafters and With any loading. If the loading and the bays are symmetrical there is a considerable simplification of the general case. Arthur Bolton
In the Chair, Mr. J. E. Swindlehurst, O.B.E., M.I.C.E., M.I.Struct.E., President of the British Section, Societe des Ingenieurs Civils de France, supported by Mr. E. GRANTER, B.Sc.(Eng.), M.I.C.E., President of the Institution of Structural Engineers.