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Journal of the ICE
E-ISSN
:
0368-2455
Volume 23, Issue 3, January 1945
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THE DESIGN OF LAND AIRPORTS FOR MEDIUM AND LONG-DISTANCE CIVIL AIR TRANSPORT.
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pp.
100–132
Author:
A S MACLAREN
Document Type:
Research Article
DOI
:
10.1680/ijoti.1945.14101
100 MACLAREN ON THE DESIGN OF LAND AIRPORTS FOR Paper No . 5446. The Design of Land Airports for Medium and Long-distance Civil Air Transport "t By ARCHIBALD SHAW MACLAREN. M.A., Assoc. M . Inst. C.E. TABLE OF CONTENTS . ... PAGE Introduction ................ Aircraft characteristics . . . . . . . . . . . . . . . . . Relation to runwaylength .............. Physical dimensions . . . . . . . . . . . . . . . . Wheel arrangements. loads and tire pressures . . . . . . . . . All-up weight . . . . . . . . . . . . . . . . . . Largestaircraftfor design .............. Effect on choice of site . . . . . . . . . . . . . . . . Possibilities of departure from the present trend of development . . . The airfield . . . . . . . . . . . . . . . . . . . . Paving ...
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DISCUSSION. THE DESIGN OF LAND AIRPORTS FOR MEDIUM AND LONG-DISTANCE CIVIL AIR TRANSPORT.
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pp.
132–149
Authors:
T W MORAN; A G GULLAN; J A DAWSON; A H D MARKWICK; P G HUDSON; G TEMPLE; R F LLOYD JONES; E J B WEST
Document Type:
Discussion
DOI
:
10.1680/ijoti.1945.14102
132 MACLAREN ON THE DESIGN OF LAND AIRPORTS FOR APPENDIX I. Total number of aircraftmovements that is arrivals plus departures,estimated as expected annually on a &in United Kingdom Airport. Year : 1950 I 1955 Aircraft generally of 100,000 lb. A . U . W. and upwards .......... Aircraft generally of less than 100,000 lb. A.U.W. .......... Total 4,000 I 1 8,500 ........ APPENDIX 1 . 1 86,000 230,000 METHODOF CALCULATING BUILDING FRONTAQE FOB WINQ-TO-WINQ B ~ T E I N Q ...
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TRAFFIC CAPACITY OF ROUNDABOUTS AT ROAD INTERSECTIONS.
More details
pp.
149–154
Author:
A J H CLAYTON
Document Type:
Research Article
DOI
:
10.1680/ijoti.1945.14103
MEDIUM AND LONG-DISTANCE CIVIL AIR TRANSPORT. 149 He was glad that Mr. West had pointed out the undesirability of aligning a taxiway as a continuation of a runway : that was, undoubtedly, a weakness of the particularlay-out shown in Fig. 10 (c), Plate 1. The run-upplatforms shown in Fig. 10 (f),Plate 2, werecopied from the American design and he in no way put them forward as a recommended design. Theview that the h a 1 cockpitcheckcouldneverbe entirely eliminated was interesting, but he thought it was a desideratum which should be constantly aimed at, even if it were found that it could never be completely achieved...
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THE ECONOMICS OF REINFORCED-CONCRETE SECTIONS.
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pp.
155–159
Author:
N J COCHRANE
Document Type:
Research Article
DOI
:
10.1680/ijoti.1945.14104
COCHRANE ON ECONOMICB OF REINFORCED-CONCRETE SECTIONS. 165 Paper No. 5394. The Economics of Reinforced-Concrete Sections. " By NOEL JAMES COCHRANE, B.Sc., Assoc. M. Inst. C.E. (Submitted as a Student.) (Ordered by the Council to be published in abstract form.)Jy THEobject of this Paper is not to examine existipg design methods, but to analyse the economics of the results of those methods. Obviously to resist a given loading condition a wide variety of sections can be designed and, although all may be " economical " from the stress point of view, they will not all cost the same...
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SOIL EROSION IN THE RED SEA HILLS.
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pp.
159–161
Author:
M R GRAHAM
Document Type:
Research Article
DOI
:
10.1680/ijoti.1945.14105
COCHRANE ECONOMICS ON OF REINFORCED-CONCRETE SECTIONS. 159 in comparison with The percentage saving was plotted for various grades of material,and ranges between 36 per cent. and 46 per cent. (g) If cf denote the cost of shuttering per unit area, the total cost of shuttering per unit length is given by The expression was plotted against k and is a minimum when k 1. Most of the conclusions stated were based upon a price of 3s. 6d. per cubic foot of concrete and 40 shillings per cwt. of steel, including labour and materials, giving a value of z = 50...
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