Author: Ward, L E
First published: N/A
Standard: £9 + VAT
An IStructE account gives you access to a world of knowledge. Create a profile to receive details of our unique range of resources, events and training.
Added to basket
Ward, L E
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.
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.