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Journal of the ICE
E-ISSN
:
0368-2455
Volume 36, Issue 10, December 1951
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AN EXPERIMENTAL INVESTIGATION OF THE STRESSES IN ANGLE BRACKETS.
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pp.
503–533
Authors:
W T MARSHALL; C N HOO
Document Type:
Research Article
DOI
:
10.1680/ijoti.1951.12684
JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS No. 10. 1950-51 DECEMBER 1951 Paper No. 5824 `` An Experimental Investigation of the Stresses in Angle Brackets"t b Y PROFESSOR WILLIAM THOMAS MARSHALL, B.Sc.(Eng.), A.M.I.C.E. Ph.D., and CHUN NUNG Hoo, Ph.D. B.Sc. SYNOPSIS The Paper describes experiments carried out on angle brackets to determine the stresses in the brackets themselves and in the bolts connecting them to the vertical members. These stresses were measured by means of strain gauges and photoelastically using the frozen stress technique...
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THE FLOW PATTERN NEAR A GRAVITY WELL IN A UNIFORM WATER-BEARING MEDIUM. (INCLUDES APPENDICES).
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pp.
534–550
Author:
N S BOULTON
Document Type:
Research Article
DOI
:
10.1680/ijoti.1951.12685
534 BOULTON ON THE FLOW PATTERN NEAR A GRAVITY WELL Paper No. 5810 The Flow Pattern near a Gravity Well in a Uniform Water-Bearing Medium '`i by NORMAN SAVAGE BOULTON, M.Sc., M.I.C.E. SYNOPSIS The form of the free surface and other characteristics of the flow system around a `` gravity-flow well " in a uniform water-bearing medium have been determined by relaxation methods. The results are expressed graphically in a simple form suitable for practical use. They confirm and extend the results of other investigators who have used the electro-hydraulic analogy method and sand-models...
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LATERAL LOAD ON HIGH ARCHES.
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pp.
551–561
Author:
J G WELSH
Document Type:
Research Article
DOI
:
10.1680/ijoti.1951.12686
WELSH ON LATERAL LOAD ON HIGH ARCHES 551 Paper No. 5790 `l Lateral Load on High Arches by " JOHN GRAJUM WELSH, B.Sc., A.M.I.C.E. (Ordered by the Council to be p b l i s h e d with written discussion) t INTRODUCTION THE actionof braced arches under lateralloading does not appear to have in received as much attention intechnical literature as loading the vertical plane of the rib-probably because the majority of arches are so flat that wind stressesareasmallfraction of the total. However, in arches of large span and high riselspan ratio (over 150 feet and 0...
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MOMENT DISTRIBUTION IN STRUCTURES ON ELASTIC FOUNDATIONS.
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pp.
562–565
Author:
J G WELSH
Document Type:
Research Article
DOI
:
10.1680/ijoti.1951.12687
562 WELSH ON MOMENT DISTRIBUTION I N Paper No. 5792 " Moment Distribution in Structures on Elastic Foundations " b Y JOHN GRAHAM WELSH, B.Sc., A.M.I.C.E. (Ordered by the Council to be published with written discu.ssio,i) t INTRODUCTION THE Paper presents a simple method for including the effect of an elastic foundation on the stiffness of members of a rigid frame, and draws attention to the critical influence of foundation conditions on moments in members near the foundation. This is illustrated by consideration of a roofed water reservoir, designed as a box culvert, assuming, alternatively :(l) Base of walls fixed...
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ABSTRACT. GOULD'S FUNCTION.
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pp.
566–568
Authors:
B STANDING; S JOHNSTON
Document Type:
Research Article
DOI
:
10.1680/ijoti.1951.12688
S66 STANDING AND JOHNSTON ON GOULDS FUNCTION Paper No. 5780 " Gould's unction " by BASIL STANDING, M.Sc., A.M.I.C.E., and SIDNEY JOHNSTON (Ordered by the Council to be published in abstract form) t THE subject of the Paper is the derivation and computation of Gould's Function,l which enables the height of the surface of a reservoir having a constant inflow and an outflow over a weir to be calculated at any time afterthe level hasreached the weir crest. If A denote the constant surface-area of the reservoir, h the height of the water-surface above the weir crest a t any time t, Q the inflow, and K and b the weir constant and dh h weir-crest length, then, if Q = KbH312, where H = h for - = 0 and - = r, at H the function takes the form 28 that is to say, t = +(r), where +(r)is Gould's Function...
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DREDGING AND RECLAMATION. LECTURE DELIVERED TO A MEETING OF THE MARITIME & WATERWORKS ENGINEERING DIVISION, 17 APRIL 1951.
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pp.
569–573
Author:
E D KALIS
Document Type:
Research Article
DOI
:
10.1680/ijoti.1951.12689
RALIS ON DREDGING AND RECLAMATION 569 MARITIME AND WATERWORKS ENGINEERING DIVISION Meeting, Tuesday, 17 April, 1951 SHEPHERD-BARRON, T.D., M.C., Vice-President I.C.E., WILFRIDPHILIP Chairman of the Division, in the Chair A Lecture, entitled " Dredging and Reclamation " was delivered by Mr E. D. Kalis and, on the motion of the Chairman, the thanks of the Division were accorded to the Lecturer, The following is an abstract of the Lecture. " DYKE OR DEPART was the old saying in Holland...
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OBITUARY. PROFESSOR GILBERT COOK, FRS, 1885-1951.
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pp.
574–575
Author:
UNKNOWN
Document Type:
Obituary
DOI
:
10.1680/ijoti.1951.12690
574 OBITUARY OBITUARY PROPESSOR GILBERT COOE, D.Sc., F.R.S., was born a t Blackburn on the 26th October, 1885, and died in Glasgow on the 28th August, 1951, at the age of 65. After general education at the public higher-grade school, Blackburn, and Roomfield School, Todmorden, he studied engineering a t Manchester University where he graduated with first-class honours at the age of 20. He was apprenticed for four years to the late C. Rattray, Chief Engineer D...
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128.23K
OBITUARY. GUY HOWARD HUMPHREYS, 1896-1951.
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pp.
575
Author:
UNKNOWN
Document Type:
Obituary
DOI
:
10.1680/ijoti.1951.12691
OBITUARY 575 materials, and his research work earned him election, in 1940, to the Royal Society. He was marricd in 1922 to Florence, daughter of the late A. E. Davies, J.P., who survives him. GUY HOWARD HUMPHREYS, M.A., who died in Reading on the 20th August, 1951, at the age of 55, was born in Wembley on the 31st March, 1896, the second son of the late H. H. Humphreys, M.I.C.E. He was educated at Westminster School and Trinity College, Cambridge, where he gained his M...
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71.12K
CORRESPONDENCE. THE DESIGN & CONSTRUCTION OF THE BAGHDAD RAILWAY AND ROAD BRIDGE. WORKS CONSTRUCTION PAPER NO 18.
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pp.
579–580
Authors:
A E REID; F W SULLY; D C ROBERTSON
Document Type:
Letter
DOI
:
10.1680/ijoti.1951.12692
JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS No. 10, DECEMBER 1951 : SUPPLEMENT CORRESPONDENCE ON PAPERS PUBLISHED IN NOVEMBER 1951 JOURNAL - Works Construction Paper No. 18 " The Design and Construction of the Baghdad Railway and Road Bridge " 7 by ALEXANDER EDWARD B.Sc., M.I.C.E., and FREDERICK REID, WILLIAM SULLY, M.I.C.E. Correspondence Mr D. C. Robertson of Claremont, South Africa, referred tothe permanent-wa$ expansion joint. Hehad been closely concerned with railway bridges of lengths ranging up to 1,650 feet (eleven spans of 150 feet)...
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CORRESPONDENCE. THE FACTOR OF SAFETY AS APPLIED TO REINFORCED-CONCRETE DESIGN.
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pp.
581–587
Authors:
P J CARROLL; D C VAUGHAN; F WALLEY; J C COSTELLO; G M J WILLIAMS
Document Type:
Letter
DOI
:
10.1680/ijoti.1951.12693
CORRESPONDENCE ON THEFACTOR OF SAFETY AS APPLIED TO REINFORCED-CONCRETEDESIGN 581 Paper No. 5820 I` The Factor of Safety as Applied to Reinforced-Concrete Design " t by PETER JOSEPH CARROLL, B.E., A.M.I.C.E. Correspondence Mr D.C. Vaughan observed that the absurdityof the situation which the Author had depicted of a structure with varying factors of safety, stemmed not so much from any shortcomings in the present system of design, as from the novelty of his conception of " factor of safety." That was sufficiently elastic to permit the Author to define it in one way when writing on p...
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CORRESPONDENCE. AN EXPERIMENTAL INVESTIGATION OF THE STRESSES IN ANGLE BRACKETS.
More details
pp.
588–592
Authors:
W T MARSHALL; C N HOO; A J FRANCIS
Document Type:
Letter
DOI
:
10.1680/ijoti.1951.12694
588 CORRESPONDENCE ON AN EXPERIMENTAL INVESTIGATION CORRESPONDENCE ON PAPERSPUBLISHED IN DECEMBER 1951 JOURNAL Paper No. 5824 " An Experimental Investigation of the Stresses in Angle Brackets " t by Professor WILLIAM THOMAS MARSHALL, B.Sc.(Eng.), A.M.I.C.E., Ph.D., Hoo, Ph.D., B.Sc. and CHUN NUNG Correspondence Professor A. J. Francis of Melbourne, Australia, observed that the experiments described in the Paper were an interesting example of the photo-elastic " stress-freezing " technique...
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CORRESPONDENCE. THE FLOW PATTERN NEAR A GRAVITY WELL IN A UNIFORM WATER-BEARING MEDIUM.
More details
pp.
592–596
Authors:
N S BOULTON; H CAMBEFORT; BABBITT; CALDWELL; DUPUIT
Document Type:
Letter
DOI
:
10.1680/ijoti.1951.12695
592 CORRESPONDENCE ON THE FLOW PATTERN NEAR A Whether steel structures should be designed on the elastic or plastic theory was outside the scope of the discussion. Obviously if the plastic theory was to be used for the design of the beams and stanchions then to be consistent it should also be used for the connexions. On the other hand, if the structural members were to be designed on the elastic theory then, for the sake of consistency, the connexions should be designed on the elastic theory also. Under such circumstances it was suggested that the method given in the Paper was probably more correct than the conventional rivet-group design...
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CORRESPONDENCE. LATERAL LOAD ON HIGH ARCHES.
More details
pp.
596–597
Authors:
J G WELSH; R G ROBERTSON
Document Type:
Letter
DOI
:
10.1680/ijoti.1951.12697
596 CORRESPONDENCE ON LATERAL followed that the free-surface drawdown increased untilthe well was pumped dry, though that increase was small for water levels near the bottom of the well. Paper No. 5790 `I Lateral Load on High Arches by " t JOHN GRAHAM WELSH,B.Sc.,A.M.I.C.E. Correspondence Professor R. G. Robertson, of Cape Town, South Africa, congratulated the Author on his method, and suggested that he might consider the following proposal in regard to stage (4) his calculation...
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