...J A K HAMILTON; J T GRAVES © Thomas Telford and ICE 1935 MOTT HAY & ANDERSON DORMAN LONG BRIDGES RIVERS APPROACHES SPANS FOUNDATIONS TOWERS CYLINDERS DOLPHINS LIFTING SHEAVES ROLLERS BEARINGS COUNTERWEIGHTS ROPES GIRDERS WINDING MACHINERY ELECTRICAL...

...W P HALDANE; G ROBERTS © Thomas Telford and ICE 1935 MOTT HAY & ANDERSON DORMAN LONG BRIDGES DECKS GIRDERS ROTINOFF PROCESS SPANS DESIGN RAILWAYS ROADS STEELWORK PILES FOUNDATIONS CYLINDERS SUPERSTRUCTURES LOADING CALCULATIONS LOADS STRUTS PIERS WELDING...

...F W STEPHEN © Thomas Telford and ICE 1935 EGYPT MINISTRY OF COMMUNICATIONS SIR JOHN BURNET DORMAN LONG BRIDGES RIVERS METHODS DEMOLITION SPANS PIERS CAISSONS SINKING FOUNDATIONS STEEL CONCRETE DECKS GIRDERS SWINGING BALUSTRADING CITIES COUNTRIES DEVELOPING...

...J D ATKINSON; E D KIBBLE; F G COALES; C H CLARKSON; F W STEPHEN © Thomas Telford and ICE 1935 BRIDGES GIRDERS PIERS FLOODS SUPERSTRUCTURES COSTS ROLLERS DECKS ISKANDAR BRIDGE PERAK RIVER NILE KHEDIVE ISMAIL MALAYA MALAYSIA ASIA EGYPT AFRICA Proceedings.] N E...

...C BENTHAM NAURU KIRIBATI GILBERT ISLANDS OCEAN ISLAND BANABA PACIFIC OCEAN EQUIPMENT HANDLING PHOSPHATES ROCKS GUANO CORAL JETTIES PLANT FOUNDATIONS LOADING MINERALS SHIPS HOPPERS COMPENSATING ARMS CONVEYORS CANTILEVER GIRDERS ELECTRICAL MOTORS BINS STORAGE...

...W E GELSON © Thomas Telford and ICE 1934 INDIA NORTH WESTERN RAILWAY MOVING LOADS STRESS SPANS SHORT SPAN RAILWAYS BRIDGES IMPACT EFFECT VERTICAL FORCES DISTRIBUTION HORIZONTAL LONGITUDINAL BRAKING TRACTION HAMMER BLOWS MEASUREMENT SHORT GIRDERS LOCOMOTIVES...

...R W FOXLEE; W E GELSON; C E INGLIS; C GRIBBLE; SIR C HINDLEY; R CARPMAEL; H J FEREDAY; C J BROWN; J S WILSON; G S GOUGH; J W SPILLER; E P ANDERSON; E H GREET © Thomas Telford and ICE 1934 IMPACT GIRDERS MAIN RAILWAYS BRIDGES HAMMER BLOWS MOVING LOADS STRESS SPANS SHORT SPAN...

...J D WATSON © Thomas Telford and ICE 1934 INDIA NORTH WESTERN RAILWAY P & W MACLELLAN RECONSTRUCTION EMPRESS BRIDGE BRIDGES RIVERS RAILWAYS SPANS PIERS LOADS STAGING ERECTION GIRDERS EMPRESS BRIDGE SUTLEJ PUNJAB INDIA ASIA PAKISTAN 108 WATSOONN...

...P W BLYTHE; A J BUHLER; W E DALBY; E E DAWSON; W T EVERALL; J A GILMORE; F C PAVRY; G RICHARDS; A M SIMS; L H SWAIN; R W FOXLEE; E H GREET; W E GELSON © Thomas Telford and ICE 1934 IMPACT GIRDERS MAIN RAILWAYS BRIDGES HAMMER BLOWS MOVING LOADS STRESS FORMULAE LOCOMOTIVES...

...R FREEMAN DORMAN LONG HARBOURS BRIDGES DESIGN STRUCTURES FOUNDATIONS SPANS APPROACHES TENDERS SPECIFICATIONS ARCHES CONCRETE PYLONS HINGES PANELS STRESS SWAY BRACING SUPPORTS GIRDERS RAILWAYS ROADWAYS TRACK STEEL QUALITY WORKING MAIN BEARINGS CHORDS MEMBERS...

... the deck, and in the bottom lateral system above the intersection of the deck with the lower chord of thearch ; no sway-bracing, however, is employed. Thedeck is bracedagainstlateral forces bydoublediagonal members betweenevery secondcross girder, with wind chords supported below the centres...

... and the cross girder flanges were of silicon-steel, the total weight of which amounted to 26,000 tons. Practically the whole of this, and about 13,000 tons of carbon-steel in plates and sections which could not be obtained in Australia, were supplied by Dorman, Long and Company s mills a t Middlesbrough...

... and bridge works which had influenced them. The wrought-iron girders which had been put up in 1876-77 were now justas good as when they were put in. Eight spans had been taken away and used on the Amritsar-Narowal extension, and the others hadbeen reconstructed and used on another branch-line. They might...

...R W FOXLEE; E H GREET © Thomas Telford and ICE 1934 IMPACT GIRDERS MAIN RAILWAYS BRIDGES PRESSURE HAMMER BLOWS FLUCTUATION PRESSURE RAILS WHEELS LOCOMOTIVES LOADS OSCILLATIONS CHARACTERISTICS STRESS FREQUENCIES STRESS FORMULAE SKIDDING DYNAMICS DEFLECTION MULTIPLIERS...

...S BLENCOWE; W T EVERALL; H J FEREDAY; E LATHAM; F G ROYAL DAWSON; J D WATSON; W MACRAE © Thomas Telford and ICE 1934 EMPRESS BRIDGE BRIDGES RECONSTRUCTION RIVERS RAILWAYS TRAINING WORKS SHORTENING SCOUR OSCILLATIONS GIRDERS SPANS LOADS BUNDS GUIDEBANKS PILES CAISSONS...

...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...

... GIRDERS FABRICATION ERECTION ELIMINATION SECONDARY STRESS INTERCHANGEABILITY WEIGHT SPANS SUPERSTRUCTURES FLOTATION COSTS BORING PROBLEMS PUMPING PLANT PUMPS SKIN FRICTION STEEL PRESSURE WELLS STRAIGHTENING LABOUR INDIGENOUS WILLINGDON CALCUTTA RIVER HOOGLY INDIA...

...R MAIR © Thomas Telford and ICE 1933 RENDEL PALMER TRITTON BRIDGES RAILWAYS RIVERS DESIGN SPANS SITES CONDITIONS CONSTRUCTION CAISSONS SINKING TILTING FILLING WELLS PLUGGING FRICTION RESISTANCE PIERS ERECTION STAGING FLOTATION GIRDERS SERVICE POSITIONING...

... DEFORMATION TESTS GIRDERS SCOUR WILLINGDON CALCUTTA RIVER HOOGLY INDIA ASIA 90 DISCUSSION ON WILLINGDON BRIDGE, CALCUTTA. [hfinutes of Sir Clement Hind ey. Discussion. Sir CLEMENTHINDLEYheart,ily congratulated the Author on his carefully writtenPaper, which recorded much valuable...

... space, together with 50 lbs. per square foot on each footway (Pig. 13). Provision has also been made for a distributed live load of 100 lbs. per square foot on cross girders, longitudinal stringers, and footway cantilevers ; and for a concentratedload on cross girders and longitudinal stringers...