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Journal of the ICE

E-ISSN: 0368-2455

Volume 32, Issue 5, March 1949

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THE BRABAZON ASSEMBLY HALL AT FILTON. (INCLUDES PLATES APPENDICES AND PHOTOGRAPHS).
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- pp. 4–36
- Author: C B H COLQUHOUN
- Document Type: Research Article
- DOI: 10.1680/IJOTI.1949.13079
- HISTOR.Y IN 1942. the Government decided to take anticipatory action to safeguard the post-war development of British civil aviation . Accordingly. the Secretary of State for Air and the Minister of Aircraft Production appointed Correspondence on this Paper may be accepted until the 15th July. 1949. and will be published in a Supplement (obtainable on application) to the Institution Journal for October 1949 . Contributions should be limited to about 600 wordS.-S~c. I.C.E. COLQUHOUN ON THE BRABAZON ASSEMBLY HALL AT FILTON...
DISCUSSION. THE BRABAZON ASSEMBLY HALL AT FILTON.
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- pp. 36–49
- Authors: C B H COLQUHOUN; G S HALLAS; E ROSS; T P O'SULLIVAN; C S GRAY; F D THOMAS; J MCHARDY YOUNG; J M YOUNG; I M E AITKEN; D V PIKE; T J UPSTONE; J FABER; W T EVERALL
- Document Type: Other
- DOI: 10.1680/IJOTI.1949.13080
- 36 COLQUHOUN ON THE BRABAZON ASSEMBLY HALL AT FILTON. APPENDIX I1 : DETAILSO B BRABAZO"N 1 67 " AIRCRAFT. Wing-span : feet . . . . . . . . . . Gross wing-area : square feet . . . . . . . Overall length of fuselage : feet . . . . . . Diameter (maximum) of fuselage : . . . . . Tailplane span : feet . . . . . . . . . Tailplane area : square feet . . . . . . . Height over rudder : feet . . . . . . . . Rudder area : square feet . . . . . . . . All-up weight : lb. . . . . . . . . . . Main undercarriage wheel-base : feet ...
THE EFFECT OF STATIC AND DYNAMIC LOADS ON A REINFORCED-CONCRETE TIED-ARCH BRIDGE.
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- pp. 50–79
- Author: A J OCKLESTON
- Document Type: Research Article
- DOI: 10.1680/IJOTI.1949.13081
- INTRODUCTION. THE bridge carrying the North Coast Line of the South African Railways over the Umhlatuzi River in Zululand was washed away in 1940. Since the structure had been damaged by floods on previous occasions, it was then decided to raise the level of the line (a 3-foot-6-inch-gauge singletrack line) and to construct an entirely new bridge. The design adopted for the new bridge was a reinforced-concrete structure, 900 feet long, consisting of seven tied-arch spans, each 120 feet between bearings...
THE DESIGN OF REINFORCED-CONCRETE PILES, WITH SPECIAL REFERENCE TO THE REINFORCEMENT. STRUCTURAL PAPER NO 22.
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- pp. 80–97
- Author: B F SAURIN
- Document Type: Research Article
- DOI: 10.1680/IJOTI.1949.13084
- INTRODUCTION. THE engineer confronted with the problem of designing a piled foundation wil h d that the resistance of piles to penetration and their capacity for bearing loads have been dealt with very fully in the publications of The t Correspondence on this Paper may be accepted until thO 15th July, 1949, and will be published in a Supplement (obtainable on application) to the Engineering Division Papers for Session 194849. Contributions should be limited to about 600 wordm.--SEa. I.C...
DISCUSSION. THE DESIGN OF REINFORCED-CONCRETE PILES, WITH SPECIAL REFERENCE TO THE REINFORCEMENT. STRUCTURAL PAPER NO 22.
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- pp. 97–109
- Authors: B F SAURIN; J CUEREL; A F HAXTON; G H HODGSON; D H LITTLE; G P MANNING; W HUGHES
- Document Type: Other
- DOI: 10.1680/IJOTI.1949.13085
- Discussion The Author introduced the Paper with the aid of a series of lanternslides. Mr. John Cuerel observed that his practice was to design piles for a single-point lift and to make an allowance-usually 334 per cent.-for impact or snatch when the pile was lifted. Taking that allowance on the steel stress, he obtained an equivalent working value of 13,500 lb. per square inch. The maximum bending moment, using the theoretical point of attachment for single-point lift which was a little less than three-tenths of bhe length from the end, was 0...
CORRIGENDA. AN ESTIMATE OF STRESS PRODUCED IN REINFORCED-CONCRETE MEMBERS UNDER WORKING LOADS.
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- pp. 110–110
- Author: A G BOORMAN
- Document Type: Other
- DOI: 10.1680/IJOTI.1949.13086
- p. 103, equation (5) should read : p. 106, line 16 ; for Fig. 5 read Fig. 3. p. 107, equation. (7) should read :- n' = -[P% + pm + P'(V + S)3] E8 +J[P'rn +p +p'V + 2p'g'm + 2Pm + 2p'g' V E, h . p...
CORRIGENDA. DISCUSSION. A REVIEW OF RECENT INVESTIGATIONS INTO THE BEHAVIOUR OF STEEL FRAMES IN THE PLASTIC RANGE.
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- pp. 110–110
- Authors: J F BAKER; F A PARTRIDGE
- Document Type: Other
- DOI: 10.1680/IJOTI.1949.13087
- Jan. 1949 Journal, p. 226 (Discussion on Paper No. 5702-Baker) :- Fig. 28 (e) is shown twice the correct width. ...

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ICE - Institution of Civil Engineers - Virtual Library

Journal of the ICE

Volume 32, Issue 5, March 1949

THE BRABAZON ASSEMBLY HALL AT FILTON. (INCLUDES PLATES APPENDICES AND PHOTOGRAPHS).

DISCUSSION. THE BRABAZON ASSEMBLY HALL AT FILTON.

THE EFFECT OF STATIC AND DYNAMIC LOADS ON A REINFORCED-CONCRETE TIED-ARCH BRIDGE.

THE DESIGN OF REINFORCED-CONCRETE PILES, WITH SPECIAL REFERENCE TO THE REINFORCEMENT. STRUCTURAL PAPER NO 22.

DISCUSSION. THE DESIGN OF REINFORCED-CONCRETE PILES, WITH SPECIAL REFERENCE TO THE REINFORCEMENT. STRUCTURAL PAPER NO 22.

CORRIGENDA. AN ESTIMATE OF STRESS PRODUCED IN REINFORCED-CONCRETE MEMBERS UNDER WORKING LOADS.

CORRIGENDA. DISCUSSION. A REVIEW OF RECENT INVESTIGATIONS INTO THE BEHAVIOUR OF STEEL FRAMES IN THE PLASTIC RANGE.