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Keywords: MOMENTS
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Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1933) 236 (1933): 369–383.
Published: 01 January 1933
...J J BOOTH © Thomas Telford and ICE 1933 DESIGN EARTHQUAKES RESISTING STRUCTURES DOMINION MUSEUM MUSEUMS RESISTANT BUILDINGS RESISTANCE SEISMIC ACTION ROOFS HALLS BRACING BOX GIRDERS CALCULATIONS BENDING MOMENTS COLUMNS FLOORS DOMINION MUSEUM WELLINGTON NEW...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1929) 227 (1929): 38–51.
Published: 01 January 1929
... on :DBrr.owLonw. & the resultwas, as could be shown mathematically, that themaximum bending-moment was greater than that given by the calculations for simple bending between supports, and notless, as implied by the phrasequoted.ThecaIculation was very complicated ; andthe increase in the bending-moment due...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1923) 215 (1923): 295–316.
Published: 01 January 1923
...H STRINGER REINFORCED CONCRETE RAILWAYS COUNTRIES DEVELOPING REINFORCEMENT EXPERIMENTS RAILS SLABS CALCULATIONS NEUTRAL AXIS MOMENTS RESISTANCE TESTS BEAMS FAILURES ADHESION BRIDGES PILES PIPES PEKING MUKDEN CHINA ASIA Proceedings...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1921) 211 (1921): 389–395.
Published: 01 January 1921
...D W SANFORD EVENNESS TURNING MOMENTS LOCOMOTIVES FACTORS RAILWAYS CYLINDERS TWO CYLINDER ENGINES TORQUE PISTONS ~apers.1 SANFORD ON TURNING MOMENT IN LOCOMOTIVES. 359 (Paper N o . 4379.) " Factors affecting the Evenness of the Turning Moment in Locomotives." Hy...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1921) 211 (1921): 225–258.
Published: 01 January 1921
... RESISTANCE BONDS TENSION BEAMS BENDING MOMENTS WATERTIGHTNESS WATERTIGHT WATERPROOFING PERMEABILITY OIL PROTECTION COATINGS LABORATORIES PERCOLATION SLABS SHIPBUILDING PERCOLATION VESSELS WAR ISLECTIONS. 225 11 Janmry, 1921. J O H N ALEXANDER BRODIE, President, in the Chair...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1920) 209 (1920): 328–339.
Published: 01 January 1920
...A L BELL; A W BRIGHTMORE; J C FERGUSSON; A MALLOCK; J MITCHELL; P M CROSTHWAITE; A R FULTON © Thomas Telford and ICE 1920 RETAINING WALLS EXPERIMENTS SAND DRY FORMULAE THEORY MOISTURE PRESSURE CLAYS FRICTION STRESS GRAVEL ANGLES REPOSE MEASUREMENT MOMENTS 328...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1920) 209 (1920): 313–327.
Published: 01 January 1920
...J S BERESFORD; S M DIXON; F SPRING; A S BUCKLE; W H THORPE; P M CROSTHWAITE; A R FULTON © Thomas Telford and ICE 1920 RETAINING WALLS EXPERIMENTS PRESSURE LATERAL SAND STABILITY FRICTION FORMULAE THEORY WEDGES OVERTURNING MOMENTS NILGIRI INDIA Proceedings...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1918) 205 (1918): 419–427.
Published: 01 January 1918
...R W HAWKEN © Thomas Telford and ICE 1918 COLUMNS DIAGRAMS PRACTICAL STRESS LOADS EXPERIMENTS FORMULAE BENDING MOMENTS ECCENTRICITY EQUATIONS P;WrS.] HAWKEN ON A PRACTICAL COLUMN-DIAGRAM. 419 (Paper No. 4207.) A Practical Column-Diagram, with Proof. By ROGERWILLIAMHAWPENB...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1915) 199 (1915): 347–369.
Published: 01 January 1915
...F C LEA © Thomas Telford and ICE 1915 INFLUENCE DIAGRAMS ARCHES RIBS HINGES TWO HINGED EQUATIONS BEAMS CURVED SPANS BENDING MOMENTS SECTIONS PARABOLIC SHEAR MEMBERS BOOMS STRESS LOADS SEGMENTAL CONSTANT LATTICE LEA ON INFLUENCE DIAGRAMS FOR AN ARCH-RIB. 347 Papers...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1915) 200 (1915): 178–223.
Published: 01 January 1915
...C W ANDERSON © Thomas Telford and ICE 1915 INDIAN RAILWAY BOARD IMPACT COEFFICIENTS RAILWAYS GIRDERS BRIDGES GOVERNMENT RULES DESIGN INSPECTION MAXIMUM PERMISSIBLE STRESS LOADS STANDARD MOVING COLUMNS FORMULAE ROLLING ENGINES LOCOMOTIVES PRESSURE BENDING MOMENTS...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1914) 198 (1914): 245–338.
Published: 01 January 1914
... radius of action is 1,000 miles. The foregoing estimate has an intimate bearing on thepossibility of crossing the Atlantic by air, a subject which is at the moment prominentlbyefore t h e public. Thme inimumdistance to be traversed is in round figures 1,700 miles, and since it is impossible...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1911) 185 (1911): 277–310.
Published: 01 January 1911
...F C LEA © Thomas Telford and ICE 1911 INFLUENCE DIAGRAMS GIRDERS WHEELS LOADS CONSTRUCTION SHEAR STRESS TRAVELLING LATTICE BRIDGES CONTINUOUS BENDING MOMENTS SHEARING FORCES EXTERNAL SPANS Papers.] LEA ON INFLUENCE-DIAGRAMS FOR GIRDERS. 277 (Paper No. 392 1...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1910) 180 (1910): 115–132.
Published: 01 January 1910
...R ABT; J HARDING; W F PETTIGREW; J G ROBINSON; A SCHUCAN; R STIRLING; C WATSON; J WEBER; F W BACH © Thomas Telford and ICE 1910 ROLLING STOCK SMOOTH RAILS GRADIENTS MOUNTAINS RAILWAYS LOCOMOTIVES ENGINES BRAKING TRACTION HAULAGE GEARS TURNING MOMENTS Proceedings.] SMOOTH...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1909) 176 (1909): 287–293.
Published: 01 January 1909
...J D W BALL © Thomas Telford and ICE 1909 DISTRIBUTION LOCOMOTIVES AXLES LOADS BRIDGES BENDING MOMENTS ENGINES SPANS RAILWAYS WEIGHT Selected BALL ON DISTRIBUTION OP LOCOMOTIVE AXLE-LOADS. 287 Papers.J SECT1. 1.-OTHER SELECTED PAPERS. (Paper No. 381F.) Distribution...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1909) 177 (1909): 177–192.
Published: 01 January 1909
...W C POPPLEWELL © Thomas Telford and ICE 1909 EXPERIMENTS STRENGTH PROPERTIES REINFORCED CONCRETE BEAMS PORTLAND CEMENT TESTS STEEL MACHINERY CRUSHING DEFLECTION ELASTICITY AXIS STRESS LOADS NEUTRAL POSITIONS BENDING MOMENTS STRESS Papers.] FOPPLEWELL ON REINFORCED...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1908) 173 (1908): 222–243.
Published: 01 January 1908
...P J ROBINSON © Thomas Telford and ICE 1908 FORMULAE STRENGTH REINFORCED CONCRETE BEAMS FLEXURE STRESS ELASTICITY RESISTANCE CALCULATIONS FAILURES REINFORCEMENT MOMENTS T BEAMS 222 ROBINSON ON FORMULAS FOR STRENGTH OF [Selected Formulas for the Strength of Reinforced...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1904) 157 (1904): 92–107.
Published: 01 January 1904
..., and that of pine planking to 14; the stiffness under bending moments of equal intensity will be in the ratios of 1 : 43 and 1 : 142. A body formed of steel plating & inch thick isobviously heavier than one of B&-inchpine planks, and will require tobe judiciously stiffened in order to maintain its form. Oakdecking...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1904) 158 (1904): 323–354.
Published: 01 January 1904
...J GRAHAM AXLES LOADS RAILWAYS BRIDGES STRESS CURVES REACTIONS MOMENTS WHEELS SPANS GIRDERS BENDING WEBS TRUSSES SHEAR © Thomas Telford and ICE 1904 Selected GRAHAM ON AXLE-LOADS ON RAILWAY BRIDGES. Papers.] 323 SECT1.1.-OTHER SELECTED PAPERS. (Paper No. 3442.) (Axle-Loads...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1904) 158 (1904): 355–360.
Published: 01 January 1904
...E H YOUNG © Thomas Telford and ICE 1904 BENDING MOMENTS GIRDERS MOVING LOADS FORMULAE EQUATIONS CALCULATIONS ANALYSIS STRUCTURES BEAMS Papers.] YOUNG-ON YAXIMUM BENDINQ-MONENT IN A GIRDER. 355 (Paper No. 3451.) Maximum Bending-Moment in a Girder under a Moving Group of Loads...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1901) 146 (1901): 223–228.
Published: 01 January 1901
...J M S WOORE © Thomas Telford and ICE 1901 DEFLECTION BEAMS ENDS LOADS OVERHANGING CONCENTRATION DISTRIBUTION CONCENTRATED UNIFORM BENDING MOMENTS Ptlpel8.] WOORE ON THE DEFLEUTION OF A BEAM. 223 (Paper No. 3277.) I Note on the Deflection of a Beam with Overhanging Ends...
