...M A RAVENOR; SIR H JAPP; O FABER; H J FEREDAY; G S GOUGH; A L HIGGINS; SIR RAS REDMAYNE LAWS MASS CLAYS PRESSURE TESTS CURVES LOADS PILES BORING FORMULAE FOUNDATIONS INDURATION SETTLEMENT STRUCTURES PLASTIC SHEAR p r o c e e ~ g s . 1 MASS OF CLAY UNDER PRESSURE. 647...

... applicable to web members which are designed for shear. The Bridge Stress Committee has shown, by both experiment and theory, thatthe webmemberswhich call for thegreatest shear impact allowance are those situated a t about the three-quarter point of the span, andthatthe requiredimpact allowance for shear...

...F R FREEMAN © Thomas Telford and ICE 1931 DORMAN LONG STRENGTH ARC WELDED JOINTS ELECTRIC WELDING STEEL TESTS METHODS ELECTRODES LONGITUDINAL SHEAR FILLETS WELDS TRANSVERSE COMPOUND PLATES PROPERTIES METALS MICROSCOPES SCLEROSCOPES PHOTOMICROGRAPHS SAFETY...

...H W COWLING © Thomas Telford and ICE 1922 SPIRAL STAIRCASES CONSTRUCTION REINFORCED CONCRETE DESIGN REINFORCED RISERS TESTS COMPRESSION SHEAR STEPS TREADS COLUMNS HANDRAILS E p m . ] COTT-LISG O S A SPIRAL STAIRCASE IN COSCUETE. 38s (Paper No. 4387.) A Spiral Staircase...

...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...

... the railway. I n ordetro widen thelineit was desired tocutawaypart of the clay. ApplyingtheAuthor's formulas, that clay might give a shearing-resistance of 50 tons per squarefoot, or 100 tons, and in theAuthor'sapparatus would show an angle of repose, a, of go", andtherefore it ought o stand...

... POWER FOUNDATIONS WALLS APPARATUS EARTH FRICTION ANGLES COEFFICIENTS COHESION GAUGES CYLINDERS EXPERIMENTS SHEARING STRENGTH STRESS COMPRESSION LOADS MONOLITHS BARS MATERIALS THEORY FORMULAE RETAINING TUNNELS LONDON CLAY SHEAR DRAG Proceedings.] CORRESPONDENCE ON PRESSURE...

... SHEAR EXPERIMENTS EXTENSOMETERS DEFLECTOMETERS INSTRUMENTATION TESTS DEFLECTION STEELWORK CANTILEVER EXTENSIONS WEIGHT COMPRESSIVE CURVED TRAJECTORY INDIA ASIA 178 ANDERSON ON IBIl ACT COEFFICIENTS FOR [Minutes of (Paper No. 4106.) On Impact Coefficients for Railway Girders...

...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...

...F H HUMMEL © Thomas Telford and ICE 1909 STRESS MASONRY DAMS PLANE SHEAR WATER PRESSURE 294 HUMMEL ON PRINCIPAL STRESSES AND [Selected (Paper No. 3815.) ThePrincipalStressesandPlanesin a Masonry Dam. By FRANK HARVHEUYMMEML.,Sc., Assoc. M. Inst. C.E. THEresults...

...E W HOLLINGWORTH © Thomas Telford and ICE 1909 COMMITTEE ON REINFORCED CONCRETE EXPERIMENTAL DATA PROPERTIES MATERIALS REINFORCED CONCRETE STRENGTH ELASTICITY COMPRESSION DEFORMATION ULTIMATE CEMENT TENSION SHEAR ADHESION STEEL MODULUS CHANGE VOLUME BONDS Papers...

... as near tothe down-stream face as possible, a series of short thinblackened needles were stuck inch into the india-rubber as shown. The change in the angles between these needles would indicate the shear about +6 inch from the face. I t was not practicable to adopt this method at the up-stream face...

... MODELS DAMS MASONRY STRESS CLAYS INDIA RUBBER STRAIN CRACKS SHEAR SHEARING TESTS TENSION CONCRETE REINFORCED DISPLACEMENT PERIYAR INDIA ASIA Proceedings.] DISCUSSION ON STRESSES I N MASONRY DAMS. 143 Discussion. The PRESIDEmNoTved a vote of thankstothe Authors. ThPeresident...

...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...

... a t which the bending moment shall be the greatest which can occur 256 JACKSON ON DESIGN OF STEEL BRIDGE WORK. [Selected in the beam, and also thecorresponding position of the loads. Since the point of maximum moment in any beam under a given system of loads is also the point of zero shear, referring...

...I ALEXANDER; J M MONCRIEFF; E ROCHE; J A SANER; B STONEY; E WRAGGE; L S ZACHARIASEN; W B FARR © Thomas Telford and ICE 1900 MOVING LOADS RAILWAYS UNDERBRIDGES BRIDGES FLOORS SYSTEMS PARABOLAS LOCOMOTIVES STRESS SHEAR GIRDERS LOCOMOTIVES Proceedings.] AND THE FLOOI; SYS!l...

...J PLATT; R F HAYWARD © Thomas Telford and ICE 1887 UNIVERSITY COLLEGE LONDON EXPERIMENTS STRENGTH IRON STEEL SHEAR TORSION METHODS TENSION TENSILE MACHINERY HYDRAULICS BEHAVIOUR CAST WROUGHT METALS ELASTICITY SHEARING RATIOS MODULUS 382 PLATT AND HAYWARD...

...P V APPLEBY © Thomas Telford and ICE 1883 UNIVERSITY COLLEGE LONDON IRON STEEL TENSION COMPRESSION BENDING TORSION SHEAR TESTS MEASUREMENT STRAIN EXTENSIONS ELASTICITY STRESS FRACTURE METALS CAST WROUGHT OPEN HEARTH CASTING FORGING 258 APPLEBY ON EXPERIYENTS...

...BB STONEY © Thomas Telford and ICE 1874 HARBOURS CONSTRUCTION MARINE WORKS ARTIFICIAL BLOCKS LARGE PIERS QUAYS WALLS FLOATING SHEAR LEGS DIVING BELLS LIFTING SETTING COSTS PLANT CONCRETE BEACONS MIXED BREAKWATERS MACHINERY DEEP WATER STRUCTURES BARGES 332...

... CONCRETE BREAKWATERS QUAYS WALLS COSTS PIERS DEEP WATER STRUCTURES RUBBLE MOUND FLOATING SHEAR DIVING BELLS PLANT BARGES LIFTING METHODS STONE RUBBLE DUBLIN KARACHI IRELAND EIRE PAKISTAN INDIA UK 356 CONSTRUCTION OF HARBOUR AND MARINE VORKS Mr. ABERNETHoYbserved...