... which was, by his own supposition, known with exactness, was, as he had rightly pointed out, to increase the steel and concrete stresses. Hehadput forward, however, no evidence to show that thatwas desirable, nor had he stated theconsiderations which had led him to recommend designing for 68 per cent...

.... The viaducts and main bridge spans are steei structures, high-tensile steel being used where advantageous, and certain portions of the main bridge structures were pre-stressed to minimize secondary stress. The principal stress calculationsare summarized and the pre-stressing techniqueis explained. Diagramsare...

... piers or not. Secondly, the main bearings on the piers were models of neatness and simplicity. They were quite distinct from the old type of bearing which was a large heavy cast-steel base bearing on rollers. The same neatness of design was noticeable in therail expansion joint. Thirdly, the design...

...ALL BAKER; J E WARDROPPER; G KILNER; H J COWAN; R KANJANAVANIT; F J SAMUELY © Thomas Telford and ICE 1951 STRUCTURAL RESEARCH REINFORCED CONCRETE APPLICATIONS DESIGN BONDS BEAMS BONDED NON BONDED HIGH TENSILE STEEL HINGES ULTIMATE STRENGTH PORTAL STRESS STRAIN...

...E O MEASOR; D H NEW SCOTT & WILSON HOLLAND & HANNEN & CUBITTS DESIGN CONSTRUCTION HALLS ARCHITECTURE SITES FOUNDATIONS CONCRETE COLUMNS BASES GRAVEL CLAYS LONDON CLAY EXCAVATING DEWATERING WELLPOINT METHODS EXCAVATIONS DRIVING STEEL SHEETPILING...

...D J DAVIES; R M O MALLEY; C S CHETTOE; F M FULLER; P S A BERRIDGE; E K BRIDGE; E BATESON; J C HUDSON; J B STILES; BARRINGTON STILES; G A WOOD; D E HENNESSEY; F A RIVETT ECONOMICS MAINTENANCE HIGHWAYS BRIDGES STEEL CONCRETE MASONRY STEELWORK PAINTING PROTECTION CLEANING FLAMES ROADS...

...D J DAVIES; R M O MALLEY © Thomas Telford and ICE 1951 MINISTRY OF TRANSPORT PAINTS ECONOMICS MAINTENANCE HIGHWAYS BRIDGES STEEL CONCRETE MASONRY RESEARCH METHODS ATMOSPHERIC POLLUTION ATMOSPHERE ZONING COATINGS PAINT PROTECTION TREATMENT METALS STEELWORK EXPOSED...

...A G PUGSLEY © Thomas Telford and ICE 1951 SAFETY STRUCTURAL ENGINEERING MARGIN CONSTRUCTION FACTORS HISTORY PROBLEMS LOADS ACCIDENTS RISKS STATISTICS PROBABILITY CASTINGS MASONRY CAST IRON WROUGHT MILD STEEL REINFORCED CONCRETE FLOORS WIND BUILDINGS FATIGUE...

... to the material. In the case of timber, the loadwhichcould be sustained for one year was considerably less than that which could be sustained for one hour. He suggested that it was not possible to define what the Author had referred to as the " worst quality ')of a particular concrete or steel. By statistical...

...P S SYMONDS; B G NEAL Synopsis The Paper extends the plastic theory for plane frames of mild steel to cover the cases in which the detailed loading programmes of a set of independently variable loads are either wholly or partially unspecified and there is no restriction on the number of times each...

... the east and westwalls, and steel girders under the north and south walls. The adjoining foundation, when cast against the east wall, had been separated from it by a layer of sisalcraft paper, but it was believed (and was later confirmed) that the adhesion of the concrete to the face of the wallwouldbe...

... with this, the characteristics of steels suitable for welded bridgework. Past experience and research in the construction of welded bridges is referred to because it has affected design practice and, in turn, problems connected with fabrication. Since the preparation of economical design is closely related to fabrication...

...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 © 1950 Thomas Telford Ltd 1950 WELDED HIGHWAYS BRIDGES WELDING ECONOMICS SAVINGS GIRDERS STEEL TESTS SPANS FABRICATION...

... STEEL ANCHORAGES STRESSING TENDONS TENSIONING FACTORIES CASTING STRUCTURAL MEMBERS RAILWAYS SLEEPERS PIPES HYDRAULIC PRESSES SHAFTS TUNNELS GALLERIES RESERVOIRS BRIDGES DECKS QUAYS FOUNDATIONS PILES GROUND CAISSONS HARBOURS WORKS DAMS COFFERDAMS BUILDINGS PYLONS AIRPORTS...

...J F BAKER; D LEE; B F NEAL © 1949 Thomas Telford Ltd 1949 RECENT INVESTIGATIONS BEHAVIOUR STEEL FRAMES PLASTIC RANGE LOADS 540 CORRESPONDENCEON A REVIEW OF RECENT INVESTIGATIONS CORRESPONDENCE ON PAPERSPUBLISHED IN JANUARY 1949 JOURNAL. Paper No. 5702. 11 A Review of Recent...

...T P O SULLIVAN; K HAJNAL KONYI; K K MCKELVEY © 1949 Thomas Telford Ltd 1949 ECONOMICS DESIGN RECTANGULAR REINFORCED CONCRETE SECTIONS COMPRESSIVE TENSILE ECCENTRIC FORCES STEEL REINFORCEMENT 560 CORRESPONDENCE ON TEHCEONOMIC DESIGN OF form a false picture if he accepted...

...A C FEWTRELL; A L FIELDING; V A M ROBERTSON; T HORNBUCKLE; E K BRIDGE; W T EVERALL; W E GELSON; G F SINCLAIR; E S KIRK BRIDGES RIVERS RAILWAYS FAILURES OPERATION LOADING ROCKERS STRINGERS FLOTATION SPANS CONSTRUCTION ERECTION BALLAST PONTOONS PIERS STEEL ROLLERS LOADS BEARINGS...

... bed, whilst the remaining curveswere typical of the Thames Valley gravels found above the London clay. The original intention had been to excavate to basement-level (about +S) and to drive from that level a box of No. 3-section steel sheet-piles, 50-55 feet long. With the information now available...

...T P O'Sullivan © 1949 Thomas Telford Ltd 1949 ECONOMICS DESIGN RECTANGULAR REINFORCED CONCRETE SECTIONS STRESS STEEL FACTORS DIRECT RESISTANCE INDUCED TENSILE COMPRESSIVE LOADS APPLIED EFFECT PHASE BENDING O SULLIVAN ON TEE ECONOMC DESIGN OF RECTANGULAR REINFORCED...

...J F BAKER; F A PARTRIDGE © Thomas Telford Ltd 1949 RECENT INVESTIGATIONS BEHAVIOUR STEEL FRAMES PLASTIC RANGE 110 CORRIGENDA. CORRIGENDA. December, 1948 Journal (Paper No. 5653-Boorman) :p. 103, equation ( 5 ) should read : p. 106, line 16 ; for Fig. 5 read Fig. 3. p. 107...