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ICE Proceedings: Engineering Divisions
E-ISSN
:
0534-2767
Volume 2, Issue 4, August 1953
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CORRUGATED CONCRETE SHELL ROOFS.
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pp.
153–182
Authors:
J H W WALLER; A C ASTON
Document Type:
Research Article
DOI
:
10.1680/ipeds.1953.12308
PROCEEDINGS THE INSTITUTION OF CIVIL ENGINEERS PART I11 AUGUST 1953 STRUCTURAL AND BUILDING ENGINEERING DIVISION MEETING 10 February 1953 Mr W. K. Wallace, Member, in the Chair The following Paper was presented for discussion and, on the motion of the Chairman, thethanks of the Division were accorded tothe Authors. Structural Paper No. 34 " Corrugated Concrete Shell Roofs " bY James Hardrese de Warrenne Waller, D.S.O., O.B.E., M.E., M.Sc., M.I.C.E. and Man Clift Aston, B...
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DISCUSSION. CORRUGATED CONCRETE SHELL ROOFS.
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pp.
182–196
Authors:
C V BLUMFIELD; J M WATSON; A G B BUCHANAN; P H HALL; E H LEWIS DALE; A L L BAKER; N W B CLARKE
Document Type:
Discussion
DOI
:
10.1680/ipeds.1953.12309
182 WALLER AND ASTON ON CORRUGATED CONCRETE SHELL ROOFS Figs 20 ILL -F Upper layer: IT square mesh o f t " r Lmwer layer. 1 ' rods at IT c m I I l Concrete 4" rhlck at crest 5' ""llle" JJ I I6 -0"_______Q( HANGAR LARA. SECTIONTHROUGH CORRUGATION FOR The maximum shell moment is 910 lb.-inches per inch width, producing a cornpressive bending stress in the concrete of 420 lb. per square inch and requiring reinforcement of #-inch-diameter rods at 9-inch centres...
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THE APPLICATION OF PRECAST CONCRETE TO THE CONSTRUCTION OF ACTON LANE 'B' POWER STATION.
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pp.
197–225
Authors:
J A DERRINGTON; A G S LANCE
Document Type:
Research Article
DOI
:
10.1680/ipeds.1953.12310
DERRINGTON LANCE ON AND CONSTRUCTION OF ACTON LANE " B " THE POWERSTATION 197 WORKS CONSTRUCTION DIVISION MEETING 24 February, 1953 Mr David M. Watson, Member, Chairman of the Division, in the Chair The following Paper was presented for discussion and, on 'the motion of the Chairman, the thanks of the Division were accorded to theAuthors. Works Construction Paper No. 23 " The Application of Precast Concrete to the Construction of Acton Lane 'B ' Power Station " bY John Anthony Derrington, B...
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DISCUSSION. THE APPLICATION OF PRECAST CONCRETE TO THE CONSTRUCTION OF ACTON LANE `B' POWER STATION.
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pp.
225–235
Authors:
A L L BAKER; B COLQUHOUN; H WINGRAVE NEWELL; T P O SULLIVAN; P G BOOSIE; E F HUMPHRIES; J A DERRINGTON; A G S LANCE
Document Type:
Discussion
DOI
:
10.1680/ipeds.1953.12311
CONSTRUCTION OF ACTON LANE " B " POWER STATION 225 Messrs Lenscrete were the sub-contractors for the roof lantern and lights. The Authors also wish to thank the following for their assistance in preparing this Paper :The Staff of the British Electricity Authority (London Division), Mr R. Goymer of Messrs Brian Colquhoun & Partners, and Messrs H. F. Rosevear (who was responsible for the preliminary scheme), A. P. Mears, B.Sc., and P. J. Kershaw, B...
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CONTROLLING FACTORS IN THE CHOICE OF SEWAGE TREATMENT PROCESSES.
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pp.
236–253
Author:
W F BROWN
Document Type:
Research Article
DOI
:
10.1680/ipeds.1953.12312
236 BROWN ON CONTROLLING FACTORS I N THE CHOICE PUBLIC HEALTH ENGINEERING DIVISIONMEETING 24 March, 1953 Mr G. M. McNaughton, Member, Chairman of the Division, in the Chair The following Paper was presented for discussion and, on the motion of the Chairman, the thanks of the Division were accorded to the Buthor. Public Health Paper No. 6 " Controlling Factors in the Choice of Sewage-Treatment Processes " bY William Fillingham Brown, B.Sc.(Eng.), M.I.C.E. SYNOPSIS I n an introductory section the Author discusses briefly the effects on rivers, and other natural bodies of water, of the discharge into them of untreated sewage arising from the general adoption in urban communities of the water carriage system...
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DISCUSSION. CONTROLLING FACTORS IN THE CHOICE OF SEWAGE TREATMENT PROCESSES.
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pp.
253–268
Authors:
C B TOWNEND; C D C BRAINE; J T CALVERT; W T LOCKETT; H D MANNING; I C FORBES; R F WILLS
Document Type:
Discussion
DOI
:
10.1680/ipeds.1953.12313
OF SEWAGE-TREATMENT PROCESSES 253 REFERENCES 1. Leonard Metcalf and H. P. Eddy, " American Sewerage Practice." McGraw-Hill, 1935. Seevol. 1 1 chap. VIII. 1, 2. W. T. Lockett and J. Griffiths, `` Cyanides in Trade Effluents and their Effect on the Bacterial Purification of Sewage." J. Inst. Sew. Purif., 1947. Part 2, p 121. 3. S. H. Jenkins, " Laboratory and Large Scale Experiments on the Purification of Dairy Wastes...
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FURTHER RESEARCH IN REINFORCED CONCRETE, AND ITS APPLICATION TO ULTIMATE LOAD DESIGN.
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pp.
269–310
Author:
A L L BAKER
Document Type:
Research Article
DOI
:
10.1680/ipeds.1953.12332
BAKER ON FURTHERRESEARCH IN REINFORCED CONCRETE, 269 AND ITS APPLICATIONTOULTIMATELOAD DESIGN Paper No. 5894 " Further Research in Reinforced Concrete, and its Application to Ultimate Load Design "* bY Professor Arthur Lempri6re Lancey Baker, B.Sc.Tech., M.I.C.E. (Ordered by the Council to be published with written discussion.)? SYNOPSIS The Paper describes, with examples, a trial-and-adjustment plastic-hinge method of designing frames many times statically indeterminate. The rotations of plastic hinges under load are conveniently calculated and adjusted by tabulation and the use of influence coefficients...
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RESERVOIR REGULATION PROBLEMS
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pp.
311–326
Author:
R MATHIESON
Document Type:
Research Article
DOI
:
10.1680/ipeds.1953.12333
MATHIESON ON RESERVOIR REGULATION PROBLEMS 31 1 Paper No. 5893 " Reservoir Regulation Problems " b Y Robert Mathieson, B.%, Ph.D. (Ordered by the Council to be published in abridged form.) IN recent years the necessity of taking measures for flood prevention, together with the importance of efficiently utilizing all water resources, has led to the planning and construction of numerous storage projects throughout the world. Many of the problems associated with such projects lead to a consideration of the general reservoir equation : Rate of storage = rate of inflow - rate of outflow or where the surface area A and the outflow q may vary with the height h of the surface above some datum, while tho inflow Q usually varies with time...
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CORRESPONDENCE. THE DESIGN AND CONSTRUCTION OF THE BRITISH EUROPEAN AIRWAYS HANGARS AT LONDON AIRPORT, WITH PARTICULAR REFERENCE TO PRESTRESSED CONCRETE.
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pp.
327–330
Authors:
D H NEW; E WINGROVE KEER; J S HENZELL
Document Type:
Letter
DOI
:
10.1680/ipeds.1953.12334
CORRESPONDENCE 327 CORRESPONDENCE on Papers published i n Proceedings, Part I I April 1953 I, Structural Paper No. 33 " The Design and Construction of the British European Airways H n a s at London Airport, with Particular Reference to agr Prestressed Concrete " f bY Dudley Holt New, B.Sc.(Eng.), M.I.C.E. Correspondence Mr E. Wingrove Keer enquired as to the natureof the grout used in the cable ducts of the post-tensioned beams. Was it of the colloidal kind or of plain mix ? What pressure had been needed to force it through the ducts of the 150-foot-span beams ? Regarding the failure in one of the secondary beams, he would be interested to know if the mortar packing between the precast units had been kept saturated with water after the initial set of the mortar had taken place...
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CORRESPONDENCE. THE STORAGE, COLLECTION, AND DISPOSAL OF DOMESTIC REFUSE.
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pp.
330–336
Authors:
J C DAWES; S S MORRIS
Document Type:
Letter
DOI
:
10.1680/ipeds.1953.12335
330 CORRESPONDENCE Through bolts had been used for positioning the shutteringunits between the wing walls of the columns. Normal jointing precautions had been taken between the cast-in-situ walls and the upper flange of the main beams, and, as in thecase of composite construction, that was known to result in a structure that acted monolithically. Following the original work of Freyssinet, it was now normal practice to form joints between precast elements with perfectly plain faces when those elements were prestressed together. There was no tendency to move at the junctions...
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CORRESPONDENCE. EXPERIMENTAL ANALYSIS OF SPACE STRUCTURES, WITH PARTICULAR REFERENCE TO BRACED DOMES ; WITH A NOTE ON STRESSES IN SUPPORTING RING-GIRDERS.
More details
pp.
337–340
Authors:
Z S MAKOWSKI; A J S PIPPARD; T O LAZARIDES
Document Type:
Letter
DOI
:
10.1680/ipeds.1953.12336
CORRESPONDEKCE 337 CORRESPONDENCE on a Paper published in Proceedings, Part III, December 1952 Paper No. 5887 " Experimental Analysis of Space Structures, with Particular Reference to Braced Domes ; with a Note on Stresses in Supporting RingGirders '' by Zygmunt Stanislaw Makowski, Dip. Ing., and Professor Alfred John Sutton Pippard, M.B.E., DSc., M.I.C.E. Correspondence Mr T. 0. Lazarides observed that the Authors' analysis of the Dome of Discovery was restricted to thecase of a single vertical load placed at the summit, and no asymmetrical loading case was mentioned in the Paper...
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CORRESPONDENCE. THE APPLICATION OF PRECAST CONCRETE TO THE CONSTRUCTION OF ACTON LANE 'B' POWER STATION.
More details
pp.
340–342
Authors:
J A DERRINGTON; A G S LANCE; R E G GREGORY
Document Type:
Letter
DOI
:
10.1680/ipeds.1953.12337
340 CORRESPONDENCE that the technique was applicable to space as well as plane structures and certainly with no wish to disparage or discourage computational methods. Some designers would always prefer one to the other but the relative merits of the two would have to depend upon the particular problem to be solved. CORRESPONDENCE on Works Construction Paper No. 23 l` The Application of Precast Concrete to the Construction of Acton Lane ` B ' Power Station " 1- by John Anthony Derrhgton, B.Sc.(Eng.), A...
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