...A E REID; F W SULLY © Thomas Telford and ICE 1951 COODE VAUGHAN LEE FRANK & GWYTHER HOLLOWAY BROS DESIGN CONSTRUCTION RAILWAYS ROADS BRIDGES WORKS VIADUCTS SPANS STEEL HIGH TENSILE PRESTRESSED CALCULATIONS STRESS TECHNIQUES METHODS PRESTRESSING PERMANENT...

... TO DESIGN 305 methods proposed on the first twopages of the Paper to pre-stressed concrete. The method depended fundamentally on the principle of superposition ; that was to say, it postulated that thedeformation under a load of 10 tons was 10 times that under a load of 1 ton. In the case of prestressed...

... RECENT RESEARCH REINFORCED CONCRETE APPLICATIONS DESIGN PLASTIC THEORY STATIC INDETERMINATE FRAMEWORK CALCULATIONS ULTIMATE STRENGTH BENDING PRESTRESSED BEAMS BONDED NON BONDED COMPRESSION STRESS DISTRIBUTION LONGITUDINAL TRANSVERSE CYLINDRICAL SHELLS SAFE LIMITING DESTRUCTION...

...R H EVANS RESEARCH DEVELOPMENT PRESTRESSING CONCRETE PRESTRESSED BONDS STRESS DISTRIBUTION PRETENSIONED WEDGES RATIOS ACTION HEAT TREATMENT HIGH PRESSURE STEAM CLEANING ATMOSPHERIC COMPOSITE ULTIMATE STRENGTH BEAMS RESEARCH AND DEVELOPMENTS IN PRE-STREWING 231...

...E FREYSSINET © 1950 Thomas Telford Ltd 1950 PRESTRESSED CONCRETE APPLICATIONS THEORY METHODS PRESTRESSING PRESTRESS CONTINUOUS STRUCTURES BEHAVIOUR PROPERTIES SAFETY MARGIN TRANSFORMATION LOADS DESIGN MAKING MANUFACTURE COLLOIDAL EMULSIONS PROBLEMS USE CABLES CREEP...

..., the methods of carrying out the tests and, finally, the experiments carried out, first on the materials and then on the test specimens and beams. A summary of the main conclusions reached is given at the end of the Paper. © 1949 Thomas Telford Ltd 1949 BONDS PRESTRESSED CONCRETE EXPERIMENTS...

... AERODROMES AERONAUTICS UNDERCARRIAGES WEIGHT STATIC LOADING LENGTH LOADS WHEELS LAYOUT DESIGNERS THICKNESS PAVEMENTS FAILURES HARD STANDINGS SWIVELLING AIRLINES AVIATION OPERATORS PRESTRESSED PAVING LANDINGS IN RELATION TO AIRCDREASFIGTN. 493 the undercarriage ; that is, the all-up...

... and probably the most AIRPORTS PROBLEMS AIRFIELDS DESIGN RELATIONS AIRCRAFT AERONAUTICS RUNWAYS PAVEMENTS LAYOUT FACTORS SUBGRADE WHEELS LOADS THICKNESS SAFETY CONSTRUCTION RIGID FLEXIBLE PRESTRESSED CONCRETE EFFECT JETS ENGINES UNDERCARRIAGES TARMAC ASPHALT SLABS TAR ...

...Gustave Magnel © 1949 Thomas Telford Ltd 1949 APPLICATIONS PRESTRESSED CONCRETE METHODS CABLES SANDWICH RAILWAYS UNDERBRIDGES ROADS BRIDGES FOOTBRIDGES TWO SPAN SPANS CONTINUOUS TEXTILES FACTORIES TALL BUILDINGS MULTI STOREY HANGARS CEMENT SILOS UNDERPINNING...

...C G SEXTON; SIR A DEAN; S K GHASWALA; K HAJNAL KONYI © Thomas Telford and ICE 1948 PRESTRESSED REINFORCED CONCRETE HANGARS AIRPORTS BEAMS WIRE STEEL ROOFS CEMENT CONSTRUCTION DESIGN KARACHI PAKISTAN ASIA INDIA AND LOWECRHALK OF THE RIVER DOUR CATCHMENT. 397...

...C G SEXTON; FREYSSINNET © Thomas Telford and ICE 1947 J C GAMMON PRESTRESSED REINFORCED CONCRETE HANGARS AIRPORTS CONSTRUCTION METHODS ROOFS FRAMEWORK COUNTRIES DEVELOPING BEAMS CALCULATIONS SHELLS EDGES RIBS CABLES ERECTION PRESTRESSING MAIN STRESS DEFLECTION...

...J P HARDING; K BILLIG; S K CHASWALLA; H TOOLEY © Thomas Telford and ICE 1947 RECONSTRUCTION TUBULAR STEEL RADIO MASTS REINFORCED CONCRETE PRESTRESSED WIND PRESSURE ESTIMATING TEMPERATURE STRESS STAYS TENSION 464 CORRESPONDENCE ON THE RECONSTRUCTION OF TEN CORRESPONDENCE...

...A A PAUL; P W ABELES; W F BEATTY; K HAJNAL KONYI; K W MAUTNER; W J SIVEWRIGHT; C TINKLER MESSRS. MOUCHEL & PARTNERS USAGE PRECAST PRESTRESSED CONCRETE BEAMS BRIDGES DECKS CONSTRUCTION RESISTANCE STRESS CRACKS LOADS DISTRIBUTION SUPERSTRUCTURES FRAGILITY REVERSE LOADING...

...A A PAUL © Thomas Telford and ICE 1943 THE MINISTRY OF WAR TRANSPORT LONDON MIDLAND & SCOTTISH RAILWAY LONDON & NORTH EASTERN RAILWAY PRECAST PRESTRESSED CONCRETE BEAMS BRIDGES DECKS CONSTRUCTION THEORY SUPERSTRUCTURES RECONSTRUCTION RAILWAYS LANCASHIRE...

... and ICE 1943 CREEP SHRINKAGE REINFORCED PRESTRESSED CONCRETE METHODS CALCULATIONS MODELS CYCLIC STRESS SHRINKAGE STRUCTURAL MECHANICS BIBLIOGRAPHY NOMENCLATURE EQUATIONS ...

...R H EVANS; K W MAUTNER WIRE BARS REINFORCEMENT PRESTRESSED CONCRETE BEAMS STRESS TENSILE ALLOYS STEEL STRAIN SURFACE SAFETY VERTICAL CRACKING STRENGTH CONCRETE LABAORATORY STUDY OF LONDON CLAY. 501 tbe made. A Paper on the subject had been presented to The Institution...

... PROCEDURE. The test beam was 10 inches deep, 4 inches wide, and 11 feet long, the load being applied on a span of 10 feet. The mouldwas constructed of two channels 10 inches by 33 inches by 12 feetfor the sides and one channel L2 inches by 36 inches by 12 feet for the base. The initial prestressing (I.P.S...

...T J GUERITTE; P ABELES; D G DAVIES; K L RAO; E C SMITH BUILDING RESEARCH STATION BRS FREYSSINET DATA PRESTRESSED CONCRETE CALCULATED STRESS TESTS MEASUREMENT LOADING DEFLECTION BEAMS STEEL REINFORCED BEHAVIOUR METHODS FAILURES CRACKS SHRINKAGE EQUATIONS CALCULATIONS...

... F,,OF 16.5 TONS. DUE TO FULL-LOAD B.M. OF 36 TON-FEET. DUE TO PRESTRESSING +FULL LOAD No reliable measurement of the deformations relative to pre-stressing only, that is, after releaseof the jacks, could be made, as at that stage the beam was in its concrete mould. Figs. 26. STRESS DISTRIBUTION L8...

...W J E BINNIE; T P FRANK; O FABER; C S CHETTOE; E ANDREWS; E C SMITH; J CUEREL; C E REYNOLDS; E PROBST © Thomas Telford and ICE 1941 DATA PRESTRESSED CONCRETE CALCULATED STRESS TESTS BEAMS CALCULATIONS CREEP SHRINKAGE STEEL ECONOMY SAFETY BEHAVIOUR LOADS CRACKING...