... and specifications had been preparedunder the direction of Mr. J. P. Swettenham, M. Inst. C.E., who had been acting Director. Two sketch designs for the bridge were submitted by the Crown Agents before the end of 1925, one consisting of seven spans of N-girder trnsses, and one consisting of seven spans of two-hinged...

...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...

...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...

... that ifMr. Webster would again readMr. Graves. p. 590 he would findthat it was not stated thatfour men could move the lifting span a t 1 foot per minute. What was stated was that four men could move the span, and that was correct. He thought also that Mr. Webster had perhaps overlooked the gear reduction...

...G L GROVES © Thomas Telford and ICE 1935 LONDON COUNTY COUNCIL, DORMAN LONG BRIDGES REMOVAL PIERS CYLINDERS CAISSONS SINKING ABUTMENTS RIVERS STEELWORK ERECTION STEEL ARCHES RIBS SPANS ROADWAYS FOOTPATHS APPROACHES LOADING TESTS LOADS WROUGHT IRON...

... paving throughout and designed to be overtopped in flood and, owing to a rather low formation-level, traffic a t each of them suffers considerable interruption in therainy season. The bridge a t Mandla consisted originally of eighty spans of 20 feet constructed of lime concrete. It was seriously damaged...

..., 1872, and the cost of the undertaking is said to have been 2,750,000 frs., then equivalent to E110,OOO. The bridge served the needs of the public for a period of 59 years, being finally closed for traffic on the 1st April, 1931. The original structure consisted of seven fixed spans, of which 366...

.... The specification which had been issued tothe various tenderers outlined a suggested scheme of erection by means of wire ropes, treating the vertical span asif it were the stiffening girder of a suspension-bridge. It had certain disadvantages, and thescheme which Messrs.Dorman, Long had adopted was distinctly...

... SUBMERSIBLE SUPPORTS PILES PIERS CONCRETE BORING CAISSONS ARCHES LOADS FOUNDATIONS RIVERS MASONRY SPANS SCOUR PROTECTION TEMPERATURE STRESS DEFLECTION ERECTION CAPACITY FORMULAE OPEN COFFERDAMS FAILURES COLLAPSE 228 DISCUSSION ON LAMBETH AND [Minutes of Mr. G ~ V W . great point...

...R FREEMAN © Thomas Telford and ICE 1934 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...

...J D WATSON RECONSTRUCTION EMPRESS BRIDGE BRIDGES RIVERS RAILWAYS SPANS PIERS LOADS STAGING ERECTION GIRDERS EMPRESS BRIDGE SUTLEJ PUNJAB INDIA ASIA PAKISTAN 108 WATSOONN THE RECONSTRUCTION OF TH[MEinutes of The following Papers were submitted for discussion...

...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...

...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...

...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...

...- turally non-essential. In the Hell Gate bridge the pylons definitely gave a finish to thearch span, but in theSydney bridgethe architect haddrawn themtoofar away.TheHellGatepylonshad been criticized because they gave a false impression of fixing the ends of the arch, but nevertheless he thought...

... DESIGN STRUCTURES FOUNDATIONS ARCHES COSTS TESTS MATERIALS SILICON STEEL IZOD BARS SPANS SPANDRELS TENSILE STRENGTH FINANCE CONTRACTORS EXCHANGE RATES LOSS TRUSSES LOADS TENDERING CONTRACTORS PYLONS ERECTION CRANES CANTILEVER SYDNEY NEW SOUTH WALES AUSTRALIA 402...

...J J C BRADFIELD © Thomas Telford and ICE 1934 DORMAN LONG HARBOURS BRIDGES APPROACHES RAILWAYS PLANS SPECIFICATIONS TENDERS ARCHES CANTILEVER STIFFENED SUSPENSION HINGES THREE HINGED BRACES TRUSSES DEFLECTION CHAINS SPANS DRAWINGS PREPARATION RETAINING WALLS...

... 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...

...R MAIR; SIR C HINDLEY; D ANDERSON; R D T ALEXANDER; J MACGLASHAN; FEREDAY; H J; A S BUCKLE; SIR G HEARN © Thomas Telford and ICE 1933 BRIDGES RAILWAYS RIVERS PIERS FOUNDATIONS PRESSURE OPEN GRABBING SPANS TILTING WELLS SINKING CAISSONS ERECTION TESTING FLOATING OUT...