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DISTRIBUTION OF STRESS IN THIN MILD-STEEL PLATES OF RECTANGULAR SHAPE, FIXED ALONG THEIR EDGES, AND SUBJECT TO UNIFORMILY-DISTRIBUTED LOADS.

Minutes of the Proceedings of the Institution of Civil Engineers (1922) 213 (1922): 358–384.

https://doi.org/10.1680/imotp.1922.14560

Published: 01 January 1922

...B C LAWS © Thomas Telford and ICE 1922 LEEDS UNIVERSITY MESSRS RITZ & HANKEY CONSETT IRON COMPANY DISTRIBUTION STRESS STEEL PLATES RECTANGULAR EDGES UNIFORM LOADS EXPERIMENTS DEFLECTION MAXIMUM APPARATUS CURVATURE EQUATIONS FORMULAE SECT.11.-OTHER SELECTED...

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EXPERIMENTS ON THE COEFFICIENTS OF DISCHARGE UNDER RECTANGULAR SLUICE GATES. (ABRIDGED).

A H GIBSON

Minutes of the Proceedings of the Institution of Civil Engineers (1919) 207 (1919): 427–434.

https://doi.org/10.1680/imotp.1919.13539

Published: 01 January 1919

...A H GIBSON © Thomas Telford and ICE 1919 DUNDEE UNIVERSITY COLLEGE EXPERIMENTS COEFFICIENTS DISCHARGES RECTANGULAR SLUICES GATES FLUMES HYDRAULIC LABORATORIES CONCRETE Papers.J GIBSON ON DISCHARGE 1JNI)ER SLUICE-GATES. 427 (Paper No. 4292.) Experiments...

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CORRESPONDENCE. THE IMPROVEMENT OF THE RIVER CLYDE AND HARBOUR OF GLASGOW.

W H HAMER, E W HOLLINGWORTH, W H HUNTER, D C LEITCH, L LUIGGI, A SCOTT, SIR T MASON

Minutes of the Proceedings of the Institution of Civil Engineers (1915) 200 (1915): 164–174.

https://doi.org/10.1680/imotp.1915.16260

Published: 01 January 1915

... SHEDS BASINS DRY DREDGERS CONCRETE RECTANGULAR CHANNELS DEPTH RIVER CLYDE SCOTLAND GLASGOW PORT GLASGOW UK 164 CORRESPONDENCE ON IMPROVEMENT OF THE m i n u t e s of The Author. A Paper descriptive of the Meadowside granary and the equipment fohr andlinggrain hadbeenread lately...

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THE FLOW OF WATER OVER SHARP-EDGED NOTCHES AND WEIRS (INCLUDING APPENDIX).

H J F GOURLEY, B S CRIMP

Minutes of the Proceedings of the Institution of Civil Engineers (1915) 200 (1915): 388–408.

https://doi.org/10.1680/imotp.1915.16269

Published: 01 January 1915

...H J F GOURLEY; B S CRIMP © Thomas Telford and ICE 1915 FLOW WATER WEIRS SHARP SHARP EDGED EDGES NOTCHES WEIRS FORMULAE COEFFICIENTS MEASUREMENT RIVERS POOLS HEADS DISCHARGES RECTANGULAR TRAPEZOIDAL 388 GOURLEY AND CRIMP ON THE FLOW OF WATER [Selected (Paper No. 4 1 29...

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EXPERIMENTS ON THE MEASUREMENT OF WATER OVER WEIRS. (INCLUDING APPENDIX).

V A E D DERY

Minutes of the Proceedings of the Institution of Civil Engineers (1893) 114 (1893): 333–339.

https://doi.org/10.1680/imotp.1893.20145

Published: 01 January 1893

...V A E D DERY © Thomas Telford and ICE 1893 LIEGE UNIVERSITY EXPERIMENTS MEASUREMENT WATER WEIRS COEFFICIENTS DISCHARGES RECTANGULAR CONDENSERS FLOW papers.] DWELSHAUVERS ON XEASURENENT OF WATER OVER WEIRS. 333 (Paper No. 2742.) I Experiments on the Measurement of Water...

View article titled, EXPERIMENTS ON THE MEASUREMENT OF WATER OVER WEIRS. (INCLUDING APPENDIX).

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DISCUSSION. EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

B DONKIN, C VIGNOLES, W CUBITT, J HORNE

Minutes of the Proceedings of the Institution of Civil Engineers (1841) 1 (1841): 121–122.

https://doi.org/10.1680/imotp.1841.24970

Published: 01 January 1841

...B DONKIN; C VIGNOLES; W CUBITT; J HORNE © Thomas Telford and ICE 1841 IRON CAST WROUGHT WOOD BEAMS POSITIONS CALCULATING RECTANGULAR NEUTRAL AXIS COMPRESSION EXTENSIONS TRANSVERSE STRAIN EXPERIMENTS RAILWAYS BARS 121 From these experiments on the amount of extension...

View article titled, DISCUSSION. EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

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Journal Articles

EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

J COLTHURST

Minutes of the Proceedings of the Institution of Civil Engineers (1841) 1 (1841): 118–121.

https://doi.org/10.1680/imotp.1841.24969

Published: 01 January 1841

...J COLTHURST © Thomas Telford and ICE 1841 IRON CAST WROUGHT WOOD BEAMS POSITIONS CALCULATING RECTANGULAR NEUTRAL AXIS COMPRESSION EXTENSIONS TRANSVERSE STRAIN GIRDERS BARS METALS BATTENS TIMBER EXPERIMENTS l18 April 20, 1841. T h e P R E S I D E N T i n t h eChair...

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DISTRIBUTION OF STRESS IN THIN MILD-STEEL PLATES OF RECTANGULAR SHAPE, FIXED ALONG THEIR EDGES, AND SUBJECT TO UNIFORMILY-DISTRIBUTED LOADS.

EXPERIMENTS ON THE COEFFICIENTS OF DISCHARGE UNDER RECTANGULAR SLUICE GATES. (ABRIDGED).

CORRESPONDENCE. THE IMPROVEMENT OF THE RIVER CLYDE AND HARBOUR OF GLASGOW.

THE FLOW OF WATER OVER SHARP-EDGED NOTCHES AND WEIRS (INCLUDING APPENDIX).

EXPERIMENTS ON THE MEASUREMENT OF WATER OVER WEIRS. (INCLUDING APPENDIX).

DISCUSSION. EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

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DISTRIBUTION OF STRESS IN THIN MILD-STEEL PLATES OF RECTANGULAR SHAPE, FIXED ALONG THEIR EDGES, AND SUBJECT TO UNIFORMILY-DISTRIBUTED LOADS.

EXPERIMENTS ON THE COEFFICIENTS OF DISCHARGE UNDER RECTANGULAR SLUICE GATES. (ABRIDGED).

CORRESPONDENCE. THE IMPROVEMENT OF THE RIVER CLYDE AND HARBOUR OF GLASGOW.

THE FLOW OF WATER OVER SHARP-EDGED NOTCHES AND WEIRS (INCLUDING APPENDIX).

EXPERIMENTS ON THE MEASUREMENT OF WATER OVER WEIRS. (INCLUDING APPENDIX).

DISCUSSION. EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

EXPERIMENTS FOR DETERMINING THE POSITION OF THE NEUTRAL AXIS OF RECTANGULAR BEAMS OF CAST AND WROUGHT IRON AND WOOD, AND ALSO FOR ASCERTAINING THE RELATIVE AMOUNT OF COMPRESSION AND EXTENSION AT THEIR UPPER AND UNDER SURFACES, WHEN SUBJECTED TO TRANSVERSE STRAIN.

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