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Journal of the ICE
E-ISSN
:
0368-2455
Volume 36, Issue 7, May 1951
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THE DESIGN AND CONSTRUCTION OF THE ROYAL FESTIVAL HALL, SOUTH BANK. (INCLUDES PLATES, PHOTOGRAPHS & APPENDICES).
More details
pp.
241–305
Authors:
E O MEASOR; D H NEW
Document Type:
Research Article
DOI
:
10.1680/ijoti.1951.12734
MEASOR m NEW ON THE DESIGN AND CONSTRUCTION OF THE ROYAL FESTIVAL HALL, SOUTH BANK 241 Paper No. 6816 ('The Design and Construction of the Royal Festival Hall, South Bank "7 by ERNESTOLIVER MEASOR, B.Sc.(Eng.), M.I.C.E., and DUDLEY HOLT NEW,B.Sc.(Eng.),A.M.I.C.E. smopsIs The Paper refers briefly to the origins of the South Bank scheme and describes the main architectural featuresof the Royal Festival Hall. Details of the site are given...
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DISCUSSION. THE DESIGN AND CONSTRUCTION OF THE ROYAL FESTIVAL HALL, SOUTH BANK. (INCLUDES PHOTOGRAPHS).
More details
pp.
305–318
Authors:
E O MEASOR; D H NEW; W H GLANVILLE; C L CHAMPION; G M J WILLIAMS; E R HOLE; W S RUNDLE; R H MATTHEW; T A NANSON; M M KHAN; E W CUTHBERT; E F HUMPHRIES; H H HARRIDGE
Document Type:
Discussion
DOI
:
10.1680/ijoti.1951.12735
OF THE ROYAL FESTIVAL HALL,BANK SOUTH 305 The stresses are : where P denotes the direct thrust, e , , the eccentricity = & l P -. As a check, for the position of the neutral axis, First of all, the section subjected to themaximum bending-moment was examined and with the reinforcement of sixty-five rods of I&-inchdiameter, in tension, and twelve rods of l)-inch diameter, in compression, the maximum stresses were 17,615 lb. per equare inch tension in reinforcement and 1,200 lb...
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CORRIGENDA. DISCUSSION. ECONOMICS OF THE MAINTENANCE OF HIGHWAY BRIDGES. CONCRETE AND MASONRY BRIDGES: ROAD PAPER NO 33.
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pp.
343
Author:
R E O MALLEY
Document Type:
Research Article
DOI
:
10.1680/ijoti.1951.12736
CORRIGENDA 343 ADVERTISEMENT The Institution of Civil Engineers as a body is not responsible either for the statements made or for the opinions expressed in the foregoing pages. FAIR COPYING DECLARATION Within the terms of the Royal Society's Pair Copying Declaration, to which the Institution subscribes, material may be copied from issues of the Journal which are out of print and from which reprints are not available. The terrns of the Declaration are published in Chartered Civil Engineer from time to time. CORRIGENDA March 1951 Journal, p. 5 , footnote 1...
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