... DESIGN CONSTRUCTION RAILWAYS ROADS BRIDGES WORKS VIADUCTS SPANS STEEL HIGH TENSILE PRESTRESSED CALCULATIONS STRESS TECHNIQUES METHODS PRESTRESSING PERMANENT WAY RIVERS PIERS PUMPHOUSES WATER SUPPLY ERECTION TEMPORARY TESTS STATIC LIVE LOADS DEFLECTION COUNTRIES DEVELOPING...

... the ultimate safety of this new method of construction, on the grounds of fatigue. But research, full-scaletests, and experience have proved all such doubts to be completely unfounded. The only object of the numerous lectures and demonstrations already given on prestressed concrete is to assure reinforced...

... and pre-stressed-concrete members. (3) Ultimateplastic deformation of reinforced-concrete and prestressed-concrete members ; that is to say, safe limiting values of the factor 8. (4) Safe limiting ET-values for elastic members. TEE ULTIMATDEEFORMATIOOFNREINFORCED-CONCRAENTDE PRE-STRESSED-CONCRETEMEMBERSAT...

... 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...

...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...

... CONSTRUCTION COSTS ECONOMICS SUBGRADE 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...

...C E FOSTER © 1949 Thomas Telford Ltd 1949 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...

...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 © Thomas Telford and ICE 1944 MESSRS. MOUCHEL & PARTNERS USAGE PRECAST PRESTRESSED CONCRETE BEAMS BRIDGES DECKS CONSTRUCTION RESISTANCE STRESS CRACKS LOADS DISTRIBUTION...

... discussion on Mr. T. J. Gueritte s Paper 1 concerning prestressed concrete construction, Mr. C. S. Chettoe, M. Inst. C.E., referred to the fact that a number of pre-stressed concrete beams had been constructed and stored by the Ministry of War Transport as partof its stock of reserve material for emergency...

...A D ROSS © Thomas Telford and ICE 1943 CREEP SHRINKAGE REINFORCED PRESTRESSED CONCRETE METHODS CALCULATIONS MODELS CYCLIC STRESS SHRINKAGE STRUCTURAL MECHANICS BIBLIOGRAPHY NOMENCLATURE EQUATIONS 38 KNIGHT ON AUTOMATIC SEWAGE PUMPINB STATIONS. It includes drawings...

...R H EVANS; K W MAUTNER © Thomas Telford and ICE 1942 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...

... 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 © Thomas Telford and ICE 1941 BUILDING RESEARCH STATION BRS FREYSSINET DATA PRESTRESSED CONCRETE CALCULATED STRESS TESTS MEASUREMENT LOADING DEFLECTION BEAMS STEEL REINFORCED BEHAVIOUR METHODS FAILURES CRACKS...

...T J GUERITTE © Thomas Telford and ICE 1941 DATA PRESTRESSED CONCRETE CALCULATED STRESS TESTS DEVELOPMENT CONSTRUCTION STRUCTURAL BEAMS LONGITUDINAL FLANGES STRESS LOADING MEASUREMENT FAILURES CALCULATIONS SOUTHALL MIDDLESEX UK GUERITTE ON FURTHER DATA...

...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...