... satisfactionwith welded caissons and said that, he would have no hesitation in accepting a welded caisson, including the shoe. He was not so confident regarding pre-stressing. In the first place, great accuracy was required in fabricating and drilling; and on the site still greater carewas required in erection...

... DRIVING STEEL SHEETPILING REINFORCED SHEETPILES BALCONIES BEAMS TORQUE BOX CALCULATIONS HELICAL STAIRCASES WALLS ROOFS AUDITORIA TWO LEAF ACOUSTICS RAILWAYS GIRDERS CONCRETING FROST TROLLEYS ERECTION PLANT WINGS SLEEVES REINFORCEMENT SLABS WINTER FIXING WELDING BARS...

...D C BAILEY © 1950 Thomas Telford Ltd 1950 LIGHT ALLOYS ALUMINIUM PROPERTIES SPECIFICATIONS EXTRUSION CASTINGS FORGING ROLLING DRAWING WELDING METHODS RIVETING CORROSION STRESS PROTECTIVE FINISHES PROTECTION DESIGN ECONOMICS 280 BAILEY ON LIGH" ALLOY8 lectures...

...R G BRAITHWAITE; D J DAVIES; A W HENDRY; S K GHASWALA; S MEHEW; G R BRUETON © 1950 Thomas Telford Ltd 1950 WELDED HIGHWAYS BRIDGES DESIGN METHODS PLASTIC ALUMINIUM ALLOYS WELDING LOADING BRIDGEWORKS STRESS CORRESPONDENCE ON WELDED HIGHWAY BRIDGES 387 CORRESPONDENCE...

...R G BRAITHWAITE; D J DAVIES Synopsis The great majority of highway bridges are of small to medium spans for which plate-girder construction is usual, and it is with these that the Paper is mainly concerned. Factors influencing bridge design generally and welded construction in particular have...

...R G BRAITHWAITE; D J DAVIES; E B HUGH JONES; G ROBERTS; H G TAYLOR; C S CHETTOE; L P B ARTHUR; J M LIDDELL; P S A BERRIDGE; J LEGRAND; J C HUDSON; F H BEST 164 BRAITHWAITE AND DAVIES ON WELDED HIGHWAY BRIDGES ACKNOWLEDGEMENTS In acknowledging their thanks to the British Constructional Steelwork...

...C SYKES © Thomas Telford and ICE 1945 DEVELOPMENT IRON JAMES FORREST LECTURE METALLURGY STEEL QUALITY TRANSFORMATION HEAT TREATMENT WELDING CORROSION RESISTANCE STRENGTH TEMPERATURE MAGNETIC MATERIALS PERMEABILITY EXPERIMENTS ANALYSIS TECHNIQUES THEORY SOLID STATE...

...G L GROVES; G L DOUGHTY; H W MERIVALE; C H STANGER; K TERZAGHI; E G WALKER © Thomas Telford and ICE 1943 TUNNELS LININGS REINFORCED CONCRETE COSTS CAST IRON WELDING STEEL ROCKS WET PRECAST JOINTS CONSTRUCTION STRENGTH STRESS CLAYS VIBRATIONS LINCOLN TUNNEL...

...E J BUCKTON; J CUEREL WATERLOO BRIDGE BRIDGES HISTORY DESIGN ARTICULATION PIERS GIRDERS CANTILEVER SUSPENDED SPANS TORSION EXPANSION JOINTS STOPS CONSTRUCTION PRESTRESSING SETTLEMENT JACKING CRACKS CONTROL WELDING CONCRETE MIX SLUMP VIBRATING SURFACE TREATMENT PAVING...

... COFFERDAMS SURFACE TREATMENT ROADWAYS WELDING DESIGN LOADS SETTLEMENT PIERS WATERLOO BRIDGE LONDON THAMES UK 178 DISCUSSION ON THE NEW WATERLOO BRIDGE. The imposition of such a heavy load on the compiratively green concrete of the walls called for considerablc care. Further, owing...

... PRACTICE RAILWAYS STANDARDISATION MAINTENANCE SLEEPERS RAILS EXPANSION WELDING TRACK LENGTH EXPERIMENTAL ALIGNMENT WOOD BOLTED CHAIRS GAUGES CURVES SPREADING USA UK PRACTICE ON THE L.M.S. RAILWAY. 139 Many other points connected with tests and practice could be touched on if time...

...V F BARTLETT; J Y DANKS © Thomas Telford and ICE 1941 LONDON POWER COMPANY STEEL PEDESTALS HEAVY COLUMNS LOADING POWER STATIONS GRILLAGES STEELWORK DIMENSIONS DESIGN WELDING RIBS SITES ERECTION COSTS WEIGHT BATTERSEA STAT. LONDON UK BARTLETT AND DANKS...

.... 248 5) redriven later comparatively easily ? Had any resistance- penetration curves been drawn for them or for the concrete sheet-piles ? It was mentioned on p. 249 5 that variations in thespan-length occurred with the welded portal frames. Was that due to distortion during welding 1 What were...

...S F DOREY; E S NEEDHAM; C H DAVY; J CALDWELL INSTITUTION OF MECHANICAL ENGINEERS INSTITUTION OF ELECTRICAL ENGINEERS INSTITUTE OF WELDING IMECHE EMERGENCIES REPAIRS PLANT WELDING APPLICATIONS METHODS ELECTRIC MECHANICAL EQUIPMENT © Thomas Telford and ICE 1940 EMERGENCY...

... PLATES FISHPLATES STEEL BALLAST OSCILLATIONS VERTICAL JOINTS MOTION WHEELS VIBRATIONS LOCOMOTIVES WEDGES BOLTS TYRES CYLINDRICAL CONES SLEEPERS AXLES RESISTANCE STRENGTH COMPRESSION HEAVY CREEP BOGIES FLANGES TRAINS BEHAVIOUR STRESS DEPRESSIONS GAUGES ENGINEERING WELDING...

...., President Inst. Struct. E. Strengthening of the Austerlitz Bridge (Pans) by Electric-Arc Welding. By MONSIEURFAUCONNIER. Abstract.1 THEAusterlitz bridge, whichis a steel three-hinged arch bridge, with a span of 140 metres, was designed in 1903 to carry trains of theParis Metropolitan Railway, weighing...

... discussion.) 1 TABLE O F CONTENTS. PAOE Introduction. . . . . . . . . . . . . . . . . . . . 301 Tests of rolled mild-steeljoists : Series A . . . . . . . . . . . 302 Tests of rolled mild-steel joists with rivet-holes in the tension-flange : Series A1 305 Tests of rolled mild-steel joists with a butt-welded...

...S F DOREY; L C DIPPER; F FALTUS; H B FERGUSSON; H HARRIS; H HEADLAND; T M JASPER; J MITCHELL; V E PULLIN; A O WEINRICH © Thomas Telford and ICE 1937 WELDED JOINTS PRESSURE VESSELS WELDING TESTS ELECTRODES X RAYS WELDS CRACKS MATERIALS PIPELINES PLATES DUCTILITY AUTOGENEOUS...

...G SCHAPER; ISTRUCTE © Thomas Telford and ICE 1937 GERMAN STATE RAILWAYS INSTITUTION OF STRUCTURAL ENGINEERS ISTRUCTE BRIDGES HIGH TENSILE STEEL RAILWAYS THICKNESS STRESS ROADS SPECIFICATIONS DESIGN GIRDERS TRUSSES AESTHETICS WELDING SHRINKAGE FLANGES PLATES AIDS...

...S F DOREY; SIR W LARKE; A G CROUSAZ; W H HATFIELD; B P HAIGH; L W SCHUSTER; C H DAVY; L REEVE DISCUSSION ON WELDED JOINTS IN PRESSURE-VESSELS. 667 Discussion. The AUTHORshowed a number of lantern-slides illustrating his TheAuthor. Paper, one of whichwas reproduced as Tables IX and X. Those TABLEIX...