N/A
Standard: £10 + VATMembers/Subscribers: Free
Members/Subscribers, log in to access
The Structural Engineer, Volume 65, Issue 12, 1987
Hogging moment reinforcement in T-beams We have had three responses to Mr A. E. Archibald ’s tale of woe (reported in our August issue) from his graduate assistant days about the non-acceptance by his chief of his proposal to spread hogging reinforcement in T-beams out sideways into the slab. Mr E. A. F. Robinson, of Surbiton, expresses his reservations about Mr Archibald’s proposals because of the shear stresses that would be induced in the slab. Verulam
The paper sets out a design method for short and slender masonry walls and columns of geometric cross-section which are subjected to vertical loads. A variety of cross-section shapes is considered, including such standard cases as diaphragm walls and walls with piers. M.E. Phipps
Mr C. R. Macdonald (Secretary-General, National Baha’'i Assembly of the United Kingdom): The Baha’'is have very good reason to be grateful to the Flint & Neill Partnership who have, I suppose, become specialists in the construction of Baha’'i temples. There will of course be many more. Each of the 148 national Baha’'i Councils has an earmarked temple site, and each one of those will be the mother Baha’'i temple of that particular country, so one can visualise a succession of Baha’'i temples mushrooming in the future, and I hope that Flint & Neill will be associated with many of them.