... SUPERSTRUCTURES ERECTION DECKS OPEN GRABBING DIVERS CUTTING EDGES FLOODS DAMAGE MULTISPAN ISKANDAR BRIDGE PERAK MALAYA MALAYSIA ASIA 342 COALES AND CLARHSON ON ISKAIVDAR BRIDGE, [Minutes of (Paper No. 6900.) TheIskandar Bridge, Perak,Federated Malay States. By FRANCGISEORCECOALESM...

...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...

... of the deck in particular must be studied in order to evolve the arrangement whichwill support the rolling loadswith the minimum of dead weight. The stress-analysis for a large two-hingedarchbridge is of a particularly laborious nature. Not only is the number of members in the main trusses considerable...

... DETAILS TESTS MODELS DECKS BRACING CAMBER DEFORMATION ABUTMENTS TOWERS PIERS MATERIALS STEEL CONCRETE LOADS STRESS DEAD LIVE IMPACT CALCULATIONS DISTORTION THRUST SURVEYS CONSTRUCTION FABRICATION SHOPS LAYOUT BEARINGS PYLONS STEELWORK CRANES CABLES CONVERSION MEMBERS TWO...

... a t both ends of the arch span arereinforced-concrete structures, faced with granite masonry ; they support the deck of the bridge a t about 150 feet above waterlevel. The position of these towers immediately behind the endposts a t both ends of the arch naturallyled to the use of their platforms...

... TRUSSES CONNECTIONS RIVETING JOINTS DECKS LATERAL PAINTING SYDNEY NEW SOUTH WALES AUSTRALIA © Thomas Telford and ICE 1934 Proceedings.] FREEMAN ON SYDNEY HARBOUR BRIDGE. 153 (Paper No. 4904.) Sydney Harbour Bridge : Design of the Structureand Foundations. By RALPHFREEMANM...

...R V ALLIN; M NACHSEN KIRKPATRICK FORD MOTOR COMPANY JOHN MOWLEM POWER HOUSES FOUNDATIONS CIRCULATION WATER TUNNELS FACTORIES WORKS SUPERSTRUCTURES PLANT SITES RIVERS BOILER HOUSES PREPARATION REFUSE SWITCH HOUSES PILES LOADS PILECAPS CAP DECKS PIPES CABLES...

... DEATHS ACCIDENTS KENTLEDGE CYLINDERS SKIN FRICTION EXTRACTION FLOATING FENDERS BOOMS DECKS LAYOUT ARRANGEMENT JOINTS EXPANSION SINKING COLUMNS SPRINGS SHIPS VESSELS IMPACT BOLTS RINGS MOVEMENT FORESHORES PIERS HOLLOW REINFORCEMENT DAGENHAM RIVER THAMES UK 328...

... of the bottom chord, deck, and tramway-cars, is carried by the solid deck with its rigid connections and the stiff attachment of the cross girders to the bottom chords. The dead and live loads a t panel-points of one truss are shown in 202 ALLAN ON THE GEORGE'S RIVER BRIDGE, [Minutes of Fig. 14,and Table I1...

... and masonry mere to-day as good as new. Suchtrouble as had been experienced concerned t,he supershwture. The life of each of the decks of the Liskeard viaduct had been 20 to 25 years ; and the life of the spans of the other bridges described had been aboutthe same. He wondered how the ravages of timeandthe...

... plated together in pairs. A framed wrought-iron spandrel filling was erected t o carry a new deck of cast-iron troughing. At the same timethe over-all width of the bridge was increased to 41 feet 6 inches by corbelling theouter portion of the new footpaths,andthe roadway gradients were improved...

...J H NICHOLSON © Thomas Telford and ICE 1929 LONDON & NORTH EASTERN RAILWAY COMPANY RECONSTRUCTION PIERS HISTORY TIMBER LAYOUT CYLINDERS FOUNDATIONS METHODS SINKING STEEL SUPERSTRUCTURES ERECTION STEELWORK CONCRETE LOADS STRESS STATIONS BUILDINGS DECKS WAYBEAMS...

...E H SALMON © Thomas Telford and ICE 1925 SOUTHERN RAILWAY COMPANY SIR W.G. ARMSTRONG, WHITWORTH & CO.LTD. FLOATING DOCKS DIMENSIONS WEIGHT COSTS PUMPING POWER CONSUMPTION STABILITY CONSTRUCTION HULLS PLATFORMS DECKS DRAINAGE STAGE VALVES PAINTING MACHINERY...

...D H REMFRY © Thomas Telford and ICE 1924 MINISTRY OF TRANSPORT INTERACTION BRIDGEWORKS DECKS SYSTEMS MAIN GIRDERS MODIFICATION STRESS BRIDGES STRUCTURES BEHAVIOUR STRUCTURAL STRENGTH FIXING INDUCED RAILS METHODS ACTION CALCULATIONS ENDS RAILWAYS LOADS MEMBERS...

... RESEARCH INSTRUMENTATION RECORDERS INSTRUMENTS APPARATUS RELIEF MATHEMATICS LOCOMOTIVES DEFLECTION WEIGHT DECKS MEASUREMENT SPANS RAILWAYS ~roceeding3.1 DISCUSSION ON INTERACTION IN BRIDGEWORK. 273 Discussion. The CHAIRMAN,in moving a vote of thanks to the Authors, ob- Thechairman. served...

...E G RIVERS; E H MORRIS SUSPENSION BRIDGES REPAIRS CORROSION RECONSTRUCTION PARAPETS RAILS BEARINGS FLOORS TESTS CHAINS BARS IRON WROUGHT DECKS MENAI STRAITS ANGLESEY CARNARVON WALES UK © Thomas Telford and ICE 1912 papers.] RIVERS AND MORRIS...

...H H WEST © Thomas Telford and ICE 1904 TONNAGE LAW ASSESSMENT HARBOURS CHARGES SHIPPING MEASUREMENT ACTS REGISTRATION DISPLACEMENT REGULATIONS DECKS SHIPS SAILING STEAMSHIPS METHODS CAPACITY MERCHANT SHIPPING TAXATION SERVICES QUAYS ANCHORAGES SAFETY CARGOES...

...W R L FORREST VIADUCTS RAILWAYS STRENGTHENING DECKS GIRDERS TRELLIS STEEL RENEWAL ERECTION REPAIRS FOUNDATIONS BARS BRACING WHITBY LOFTUS ENGLAND EAST ROW UPGANG © Thomas Telford and ICE 1897 WHITBY & LOFTUS RAILWAY CLEVELAND BRIDGE & ENGINEERING...