...W T MARSHALL; C N HOO © Thomas Telford and ICE 1951 EXPERIMENTAL INVESTIGATIONS STRESS ANGLES BRACKETS EXPERIMENTS BOLTS MEASUREMENT STRAIN GAUGES APPARATUS INSTRUMENTATION PHOTOELASTIC METHODS TECHNIQUES FROZEN PLATES T SECTIONS SECTIONS DISTRIBUTION BENDING MOMENTS...

...P J CARROLL; D C VAUGHAN; F WALLEY; J C COSTELLO; G M J WILLIAMS © Thomas Telford and ICE 1951 FACTORS SAFETY APPLIED REINFORCED CONCRETE DESIGN APPLICATIONS PROBLEMS LOADS STRESS LIVE YIELD STEEL RATIOS ULTIMATE WORKING CORRESPONDENCE ON THEFACTOR OF SAFETY AS APPLIED...

...W T MARSHALL; C N HOO; A J FRANCIS 588 CORRESPONDENCEON AN EXPERIMENTAL INVESTIGATION CORRESPONDENCE ON PAPERSPUBLISHED IN DECEMBER 1951 JOURNAL Paper No. 5824 " An Experimental Investigation of the Stresses in Angle Brackets " t by Professor WILLIAM THOMAS MARSHPAhL.DL., B.Sc.(Eng A.M.I.C.E...

... satisfactionwith welded caissons and said that, he would have no hesitation in accepting a welded caisson, including the shoe. He was not so confident regarding pre-stressing. In the first place, great accuracy was required in fabricating and drilling; and on the site still greater carewas required in erection...

...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...

... Stresses in a Restrained Pipe-Line 1- by Professor ALFREDJOHNSUTTOPNIPPARDM,.B.E., D.Sc., M.I.C.E. Correspondence ProfessorGeorge A. Whetstone, of Lubbock, Texas, observed that, by employing Nikuradse s rough-pipe law 1: ._1 l/f -- 4log10 3.7 D K- . . . . . (20)* t J. Instn Civ. Engrs, vol. 36, p. 170...

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

...G ROBERTS; A J S PIPPARD; R TUBBS; A G PUGSLEY; J D VAUGHAN; G P MANNING; B G SMITH; H SHIRLEY SMITH; H S SMITH; R S JENKINS; T O LAZARIDES © Thomas Telford and ICE 1951 DOME OF DISCOVERY DOMES FESTIVALS STRUCTURAL DESIGN PROBLEMS ANALYSIS STRESS ARCHITECTURE FRAMES ERECTION...

...G ROBERTS; C MARSH UK LONDON DOME OF DISCOVERY FESTIVALS DOMES STRUCTURAL DESIGN CURVATURE STRESS © Thomas Telford and ICE 1951 CORRESPONDENCE ON THE STRUCTURAL DESIGN OF THE lxxix DOME OF DISCOVERY, FESTIVAL OF BRITAIN, 1951 CORRESPONDENCE ON A PAPERPUBLISHED...

...G ROBERTS; SIR R FREEMAN FREEMAN DOME OF DISCOVERY DOMES FESTIVALS STRUCTURAL DESIGN ALUMINIUM ALLOYS FRAMEWORK RIBS RINGS GIRDERS SOLUTIONS PROBLEMS STRESS ANALYSIS MATERIALS SELECTION LOADING WIND MODELS LOADS TESTS SNOW MEASUREMENT LONDON SOUTH BANK...

.... Concrete Publications Ltd. London, 1944. 5. A. L.L. Baker, Reinforced Concrete. Concrete Publications Ltd., London,1949. B. A. L. L. Baker, A plastic theory of design for ordinary reinforced and pre- stressed concrete including moment re-distribution in continuous members. Magazine of Concrete...

...A L L BAKER Synopsis The Paper presents a general plastic theory for the solution of statically indeterminate reinforced-concrete frameworks, and also for calculating the ultimate strength in bending of reinforced-concrete and pre-stressed-concrete beams, of both bonded and non-bonded types...

...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...

...A J S PIPPARD Synopsis The Paper describes an investigation made for the Anglo-Iranian Oil Company in connexion with large diameter pipe-lines. Formulae are developed for the stresses in a fully restrained line arising from the pressure of the liquid in it, from general variations of temperature...

...S T Chen © 1951 Thomas Telford Ltd 1951 CABLES STRESS SUSPENSION BRIDGES METHODS INTERPOLATION SUPERPOSITION CALCULATIONS 198 CHEN ON CABLE STRESSES IN SUSPENSION B R I D ~ E S Paper No. 5796 Cable Stresses in Suspension Bridges by PROFESSOR SHU-TAOCHEN (Ordered...

...D C BAILEY © 1950 Thomas Telford Ltd 1950 LIGHT ALLOYS ALUMINIUM PROPERTIES SPECIFICATIONS EXTRUSION CASTINGS FORGING ROLLING DRAWING WELDING METHODS RIVETING CORROSION STRESS PROTECTIVE FINISHES PROTECTION DESIGN ECONOMICS 280 BAILEY ON LIGH" ALLOY8 lectures...

...W T MARSHALL; A GOLDSTEIN; K HAJNAL KONYI © 1950 Thomas Telford Ltd 1950 METHODS CALCULATIONS SECONDARY STRESS CYLINDRICAL SHELLS ROOFS LOADS BENDING MOMENTS 344 CORRESPONDENCOEN A METHOD OF DETERMININTGHE 11.05 f e e t a range nearer to the normal range a t springs...

...R G BRAITHWAITE; D J DAVIES; A W HENDRY; S K GHASWALA; S MEHEW; G R BRUETON © 1950 Thomas Telford Ltd 1950 WELDED HIGHWAYS BRIDGES DESIGN METHODS PLASTIC ALUMINIUM ALLOYS WELDING LOADING BRIDGEWORKS STRESS CORRESPONDENCE ON WELDED HIGHWAY BRIDGES 387 CORRESPONDENCE...

... EMBEDDED ELASTIC ISOTROPIC APPARATUS METHODS TESTING LABORATORIES HAM RIVER LONDON CLAY JETTIES STRESS CALCULATIONS SHAFTS PENETRATION DESIGN MATHEMATICS BRAITHWAITE & CO 4 , WILSON ON THE BEARING C A ~ A C I T YOF Paper No. 5741 t I The Bearing Capacity of Screw Piles...

... of the early French engineers, Graeff and Delocre, that thecompresaive stresses should be limited to the same intensity a t heel and toe, pointing out that on the ordinary bases of calculation the stress was the vertical component only ; the true stress washigher and wasgoverned by the batter of the face...