Keywords: POSITIONS
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Journal Articles

THE LATERAL PRESSURE AND RESISTANCE OF CLAY AND THE SUPPORTING POWER OF CLAY FOUNDATIONS.

A L BELL
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1915) 199 (1915): 233–272.
https://doi.org/10.1680/imotp.1915.16217
Published: 01 January 1915
...A L BELL © Thomas Telford and ICE 1915 NAVY LATERAL PRESSURE RESISTANCE CLAYS SUPPORTING POWER FOUNDATIONS ESTIMATING DESIGN STABILITY EARTH THEORY FAILURES TESTS CYLINDERS SHEARING FORMULAE STRESS RUPTURES WALLS ACTIVE MONOLITHS INVESTIGATIONS POSITIONS PLANE...
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Journal Articles

THE DIAPHRAGM METHOD OF MEASURING THE VELOCITY OF FLUID-FLOW IN PIPES.

H GASKELL
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1914) 197 (1914): 243–263.
https://doi.org/10.1680/imotp.1914.16391
Published: 01 January 1914
... communicating withthe pressure-pipes h:d any effect on theU-gaugereadings. 250 GASKELL ON DIAPHRAGMETHOD OF hIEASUR1NG [Selected A n extendedseries of experimentswiththe holes in different positionsled to the conclusion that this radial position was quite immaterial, provided thatthe holes wereclear of, inthe...
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Journal Articles

EXPERIMENTS OF THE STRENGTH PROPERTIES OF REINFORCED-CONCRETE BEAMS.

W C POPPLEWELL
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1909) 177 (1909): 177–192.
https://doi.org/10.1680/imotp.1909.17704
Published: 01 January 1909
...W C POPPLEWELL EXPERIMENTS STRENGTH PROPERTIES REINFORCED CONCRETE BEAMS PORTLAND CEMENT TESTS STEEL MACHINERY CRUSHING DEFLECTION ELASTICITY AXIS STRESS LOADS NEUTRAL POSITIONS BENDING MOMENTS STRESS © Thomas Telford and ICE 1909 Papers.] FOPPLEWELL ON REINFORCED...
View article titled, EXPERIMENTS OF THE STRENGTH PROPERTIES OF REINFORCED-CONCRETE BEAMS.
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Journal Articles

THE PROBLEM OF THE CONNECTING ROD.

M J M HILL
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1896) 124 (1896): 390–401.
https://doi.org/10.1680/imotp.1896.19589
Published: 01 January 1896
...M J M HILL © Thomas Telford and ICE 1896 UNIVERSITY COLLEGE LONDON CONNECTING RODS PROBLEMS LENGTH VELOCITY PISTONS CRANKS PINS SOLUTIONS POSITIONS 390 HILL ONCOTNHNEECTISG-ROD. [Selected (Paper No. 2968.) I The Problem of the Connecting-Rod. By MICAIAHJOHNMULLERHILLM...
View article titled, THE PROBLEM OF THE CONNECTING ROD.
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Journal Articles

REMARKS ON THE POSITION OF THE NEUTRAL AXIS OF BEAMS.

C SCHAFHAEUTL
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1844) 3 (1844): 248–249.
https://doi.org/10.1680/imotp.1844.24551
Published: 01 January 1844
...C SCHAFHAEUTL © Thomas Telford and ICE 1844 BEAMS POSITIONS NEUTRAL AXIS TESTS LIGHT POLARISATION March 7, 1844. The PRESIDENT in the Chair. The following were balloted for and elected:-Henry Clutton, SamueHl ockingC, harles Ower, ThomasBrnntona, ndCaptain George Evans, R.N...
View article titled, REMARKS ON THE POSITION OF THE NEUTRAL AXIS OF BEAMS.
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Journal Articles

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
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
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
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
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...
View article titled, 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

RESULTS OF EXPERIMENTS, MADE WITH A VIEW TO DETERMINE THE BEST FIGURE AND POSITION FOR WOODEN BEARERS, SO AS TO COMBINE LIGHTNESS AND STRENGTH.

J HORNE
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1837) 1 (1837): 30–31.
https://doi.org/10.1680/imotp.1837.24790
Published: 01 January 1837
...J HORNE © Thomas Telford and ICE 1837 BEARERS WOOD EXPERIMENTS FIGURES POSITIONS STRENGTH WEIGHT LIGHTNESS On Mr. Hodgkinson sexperiments on Cast Iron Girders. By Thomas Webster, M.A.; Sec. Inst. C.E. Iron The object of thispaper was, to detail theresult of an examination...
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