Standard: £9 + VAT
Members/Subscribers, log in to access
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.
MANY distinguished guests and members of the Institution were present at the meeting, held in the Institution’s lecture hall at 11, Upper Belgrave Street, London, S.W.1, on Thursday, October 7th, 1943, when Major A.H.S. Waters, V.C., D.S.O., M.C., M.Inst.C.E., M.I.Mech.E., M.I.Struct.E., delivered his Presidential Address.
(1) INTRODUCTION The question-what wind pressure should be assumed in the design of modern framed buildings? has exercised the minds of Structural Engineers for many years. H. Ferrington
Case II-Resultant stress in tension over portion of section. We now come to the case in which the eccentricity is sufficient to cause at the edge of the section remote from the load point a tensile stress in excess of the direct compression stress. Ewart S. Andrews