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Journal of the ICE
E-ISSN
:
0368-2455
Volume 23, Issue 4, February 1945
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ACTUAL AND ESTIMATED IMPACT RESISTANCE OF SOME REINFORCED-CONCRETE UNITS FAILING IN BENDING.
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pp.
163–179
Author:
L G SIMMS
Document Type:
Research Article
DOI
:
10.1680/ijoti.1945.14106
JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS ~ _ _ _ _ _ No. 4. 1944-45 FEBRUARY 1945 Paper No. 5422. Actual and Estimated Impact Resistance of Some ReinforcedConcrete Units Failing in Bending, ''? By L. G. SIMMS, B.Sc. (Ordered by the Council to be published with written discussion.') TABLE O F CONTENTS. Introduction ................. Some considerations of the energy absorbed by reinforced-concrete beams Main experimental details : Details of the beams and slabs . . . . . . . . . . . Test arrangements ...
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THE MAINTENANCE OF PLANT USED FOR CIVIL ENGINEERING CONSTRUCTION.
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pp.
179–188
Authors:
T B SMITH; R W BELL
Document Type:
Research Article
DOI
:
10.1680/ijoti.1945.14107
SOME ItEINFORCEI)-CONCKETE UNITS FAILING IN BENDING. 179 cncrgy of deformation of the bean1 ; and inertia of thc beam l+ c ( is a rcduction coefficientto allow for the P+ 17 W -36 W 9wa ......... (2) 8W) 1 when W denotes the weight of the bcam. Some writers have used a relationship of the type c ( = - W .......... (3) 1+B-, in which p W is referred to as the" reduced " weight of the beam and thc valuc of B is usually given as either 4 or Both of these values are too low, since the valuc of cc given by equation (2) is equivalent to adopting, in equation (3) a value of p varying #...
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CHARING CROSS RAILWAY BRIDGE : TEMPORARY REPAIRS TO DAMAGED RIVER SPAN.
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pp.
188–197
Author:
E K BRIDGE
Document Type:
Research Article
DOI
:
10.1680/ijoti.1945.14108
Paper No. 5462. " Charing Cross Railway Bridge : Temporary Repairs to Damaged River Span." By ERIC KENNETH BRIDGE, B...
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ABSTRACT. THE DESIGN AND OPERATION OF A TRUE SIPHON FOR A SEWERAGE SYSTEM.
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pp.
197–201
Author:
D J MCCULLOCH
Document Type:
Research Article
DOI
:
10.1680/ijoti.1945.14109
TEMPORARY REPAIRS TO DAMAGED RIVER SPAN. 197 . CONTRACTORS. The Contractors for the removal of debris and the construction of the piled timber trestles were Messrs. Peter Lind & Co. Ltd. Messrs. Askham and Palin were the Contractors for the steelwork. All the other work was carried out by the Southern Railway Company. COST. The estimated cost of the temporary work was g40,OOO. ACKNOWLEDGEMENT. The Author desires to express his thanks to Mr. V. A. M. Robertson, C.B.E...
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ABSTRACT. THE THREE-PIN ARCH FOR REINFORCED-CONCRETE BRIDGES.
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pp.
202–204
Author:
N B HOBBS
Document Type:
Research Article
DOI
:
10.1680/ijoti.1945.14110
202 IIOBBS ON THE THREE-PIN ARCH FOR Paper No. 5428. The Three-Pin Arch for Reinforced-Concrete Bridges. By NOELBAMBURY HOBBS, B.A., Stud. Inst. C.E. (Ordered by the Councilto be published i n abstract form.)? INchoosing a three-pin arch the designer avoids the difficult problems of the unknown horizontal thrust and the bending moment. at the centre which are characteristic of fixed and two-pin arches ; for the mechanics of the three-pin structure are completely determinate. Other advantages of the three-pin arch are that only the minimum of attention need be given to the shrinkage of the concrete while setting, to the creep while under load, and to the expansion and contractiondue to extremes of temperature...
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ABSTRACT. THE DESIGN OF SURFACE WATER SEWERS.
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pp.
204–208
Authors:
H F PAYNE; D E L DAVIES
Document Type:
Research Article
DOI
:
10.1680/ijoti.1945.14111
204 HOBBS ON `% THREE-PIN ARCH JE FOR REINFORCED-CONCRETE BRIDGES. constraint on the natural motion of the bridge ; for although this motion may possess only an infinitesimal magnitude, it is well known that by constraining a natural motion forces out of all proportion to the displacement may subsequently be set u p o f t e n with disastrous results. Calculations indicate thatthe hinge could made be considerably lighter, and the Paper includes an illustration of ahingewitha much smaller pin and only nine fins with wider spacing. The method of design is rapid and sure, and the actual execution of the work requires only very little extra skill...
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ABSTRACT. SOUTHAMPTON CORPORATION WATERWORKS : EMERGENCY WATER SUPPLIES.
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pp.
208–210
Author:
C A BRADLEY
Document Type:
Research Article
DOI
:
10.1680/ijoti.1945.14112
208 BRADLEY ON SOUTHAMPTON CORPORATION WATERWORKS : The Author desires to thankMr. J. Parkin, M. Inst. C.E., City Engineer of Portsmouth, for permission to reproduce the plans, photographs, and data, andalso the Assistants in his Department who have helped with their preparation. The Paper is accompanied bythirteen diagrams and eleven photographs, from some of which the Figures in the text have been prepared. Paper No. 5432. 6` Southampton Corporation Waterworks EmergencyWaterSupplies." : By CHARLES ARTHURBRADLEY, B...
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ABSTRACT. CLOVER-LEAF LOOPS.
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pp.
210–214
Author:
D F ORCHARD
Document Type:
Research Article
DOI
:
10.1680/ijoti.1945.14113
210 BRADLEY ON SOUTHAMPTON CORPORATION .WATERWORKS EMERGENCY WATER SUPPLIES. filling chloride of lime was added to thewater as drawn from the mains, to give a strong initial dose of chlorine ; later ammonium sulphate was added with the chloride of lime, and it was then found possible to increase the interval of time between changing the water. The deterioration shown by the bacteriological tests consisted of bacteria of the aerogenes type, which were introduced from the atmosphere through cracks in the wooden lids. These, being always damp on the underside and alternately dry and damp on the upper surface, were subject to considerable distortion...
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TUNNELLING WITH PRE-CAST CONCRETE.
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pp.
217–219
Author:
B PATTENDEN
Document Type:
Research Article
DOI
:
10.1680/ijoti.1945.14114
ORCHARD ON CLOVER-LEAF LOOPS. 217 A method of gaining access to the three areas in each quarter of the crossing without any connexion with the through traffic is illustrated a t U, V, and W in Pig.2 0. If access to the space Z is gained in the way shown in Pig. 2 0, it will be seen that it is limited to traffic approaching fromthe direction A. The scheme which has been outlined may well form the basis of the modern counterpart of the familiartown hall square which, with its seething mass of ill-directed vehicles occasioned by the use of an out-ofdate layout by modern traffic, is rapidly becoming a source of great inconvenience and danger...
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OBITUARY. OSWALD HEALING. 1874-1944.
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pp.
220
Author:
UNKNOWN
Document Type:
Obituary
DOI
:
10.1680/ijoti.1945.14115
220 OBITUARY. OBITUARY. OSWALD HEALING was born on the 17th October 1874, and died on the 19th November 1944. He was educated privately and in 1892 joined the staff of the late Mr. George Corderoy, Quantity Surveyor of Westminster, whose firm acted on behalf of the Admiralty a t naval bases a t home and abroad ; for the Portof London Authority on the King George V dock, North Woolwich, and the lock and dry dock at Tilbury ; for the Southern RaiIwap at the train-ferry dock, Dover ; and for other public bodies in connection with important civil engineering works...
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