... the Author to define it in one way when writing on p. 499 of concrete stresses, and in another throughout the rest of the Paper. The remedy which the Author had proposed for the anomalies of his own creation was no less extraordinary. The effect of ignoring, in design, a part of the only portion of the load...

...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...

...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...

.... 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...

... 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...

...G ROBERTS; C MARSH DOME OF DISCOVERY FESTIVALS DOMES STRUCTURAL DESIGN CURVATURE STRESS LONDON UK CORRESPONDENCE ON THE STRUCTURAL DESIGN OF THE lxxix DOME OF DISCOVERY, FESTIVAL OF BRITAIN, 1951 CORRESPONDENCE ON A PAPERPUBLISHED IN OCTOBER 1951 JOURNAL Structural Paper...

... from the ribs. The ring girder rests on welded steel tubular struts arranged in a triangular pattern. The Paper deals with the solution of the particular design problems involved in the stress analysis of the domeframework, the materials chosen, their specified qualities, and the results of routine...

...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...

...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...

... 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...

...R H EVANS RESEARCH AND DEVELOPMENTS IN PRE-STREWING 231 Research and Developments in Pre-stressing INTRODUUTION INthe first instance, I desire to testify my deep appreciation of the honour conferred upon me by the invitation of the Council of the Institution of Civil Engineers to deliver...

...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...

.... 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 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...

...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...

...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...

... in clay). S ,, displacement aatny instant. 8 ,, angulacro-ordinat(eabouatxis of load). (Used as su&, denotes tangential.) p ,, Poisson s ratio. U ,, directstress : ul,a2,and a, denotemajor,intermediate,and minor principal stresses respectively. 7 ,, shear stress. 9 ,, angle of internal friction. Note...

...M L J DE MARASSE-ENOUF © 1950 Thomas Telford Ltd 1950 RAILWAYS TRACK DESIGN STRAIGHT CURVED POINTS CROSSINGS STRESS CALCULATIONS CONDITIONS STATIC LOADS DYNAMICS IMPACT VEHICLES WHEELS WEIGHT DISTRIBUTION ROLLING STOCK TRAINS CARRIAGES WAGONS FLANGES BENDING RAILS...