... are determined by tests. The shape of the compression-stress distribution and the position of its centre of gravity are denoted by symbols for which safe limiting values are obtained experimentally. A plastic theory for the ultimate longitudinal bending strength of cylindrical shells is also presented...

...A G Boorman © Thomas Telford Ltd 1948 ESTIMATING STRESS REINFORCED CONCRETE MEMBERS WORKING LOADS VARIATIONS INTERNAL CHANGE SHRINKAGE CREEP UNLOADED MEMBERS LOADED BENDING DIRECT COMPRESSION JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS. NO.2, 1948-49. DECEMBER 1948...

...R W S THOMPSON; SIR J DAVIDSON; H F CRONIN; R W AITKEN; J KENNARD; N J PUGH RECONSTRUCTION FILTERS WATER SUPPLY PLANT RAPID DESIGN OPERATION CLEANING BEDS AIR COMPRESSION SAND FILTRATION WORKS TREATMENT SEDIMENTATION WASHING UK THOMPSON ON THE RECONSTRUCTION OF BAMFORD...

...C B TOWNEND; G J FOWLER; H D MANNING; L PEARSE; C H ROBERTS; G W WILKINSON © Thomas Telford and ICE 1947 MAINS DRAINAGE OPERATION ACTIVATED SLUDGE WORKS SEWAGE PLANT EFFLUENT TANKS SEWERS DESIGN VENTILATION DIGESTION AIR DIFFUSERS COMPRESSION VELOCITY CONDITIONS...

... SHEETPILING FOUNDATIONS EFFECT SEA WATER MOVEMENT TESTS COMPRESSION ROCKS FLOATING CAPE TOWN STURROCK TABLE BAY SOUTH AFRICA AFRICA 602 DISCTJSSION IN SOUTH AFRICA ON THE Completely resistant t,o the action of seawater without, at t,he same time, necessitating undue a,t>tentionto...

... SUPERSTRUCTURES DECKS SPECIFICATIONS LOADS DISTRIBUTION COMPRESSED AIR ILLNESS SICKNESS RAPID COMPRESSION CLAYS SILT LAYERS ROADS SURFACING SURFACES REDUCTION ECONOMICS PREDICTION SETTLEMENT PAINTING SAFETY CRANES RIVERS SPANS CANTILEVER SUSPENSION TOWERS BASES MEMBERS SUSPENDED...

...C E REYNOLDS © Thomas Telford and ICE 1944 STEEL HIGH YIELD STRESS COLUMNS BEAMS REINFORCEMENT BEHAVIOUR CONCRETE ECONOMICS STRENGTH PROPERTIES STRAIN HARDNESS TWISTING BONDS TESTS WORKING COMPRESSION DESIGN OF JETTIES IN EXPOSED ROADSTEADS. 227 points where there may...

.... Thus in therecent investigation on the Chicago Subway soils 5 it was used veryextensivelyinstudying variations, togetherwith the compressive strength. The resnlts of the present series of tests are given in the form of a frequency-diagram in Figs. 2 (a). Themean natural water-content is 26.6...

...C E INGLIS © Thomas Telford and ICE 1940 BRITISH AMERICAN ENGINEERING CONGRESS BRIAMEENGCON CRIPPLING LOADS COMPRESSION MEMBERS FRAMEWORK STIFF JOINTS RESEARCH STRUTS MATHEMATICS INVESTIGATIONS ANALYSIS FLEXIBILITY AXIAL PULL THRUST TERMINAL BENDING MOMENTS...

...R A BAGNOLD © Thomas Telford and ICE 1939 WAVES PRESSURE RESEARCH MODELS TANKS MEASUREMENT EXPERIMENTS SHOCKS SEA WALLS WALLS SEA KINETICS MASS COMPRESSION ENGINEERING RESEARCH. 201 ENGINEERINGRESEARCH. THE INSTITUTIONRESEARCH COMMITTEE. Committee on Wave Pressures. INthe...

... VIBRATIONS LOCOMOTIVES WEDGES BOLTS TYRES CYLINDRICAL CONES SLEEPERS AXLES RESISTANCE STRENGTH COMPRESSION HEAVY CREEP BOGIES FLANGES TRAINS BEHAVIOUR STRESS DEPRESSIONS GAUGES ENGINEERING WELDING BLOCKS BRAKES 278 DISCUSSION ON PAPERS B Y Discussion. Dr. Davies showed a number...

...T P O SULLIVAN © Thomas Telford and ICE 1939 SECTIONS CONCRETE REINFORCED DESIGN STEEL BENDING MOMENTS LOADS TENSION REINFORCEMENT TENSILE COMPRESSIVE PROPORTIONS ECONOMICS ANALYSIS COMPRESSION 168 O'SULLIVAN ON THE ECONOMIC PROPORTIONS OF STEEL Paper No. 5199...

... of concrete and agreater cover over the compression flange of the joist. .~ 1 _Lo_ad_a_t y_ield Working load' .2 _Load_at-fai_lure__ Working load 64 BATBO, LASH AND KIRKHAM ON THE Otherwise Nos. 8 and 9 were similar to the beams in the first series. In beam No. 10, the joist was split into two separate parts...

... INTERNAL RATIOS MIXTURES STRENGTH COMPRESSION EXHAUSTS HEAT THERMAL DENSITY EQUATIONS PRESSURE CYLINDERS TESTS PERFORMANCE FUEL CALCULATIONS AIR VOLUMETRIC DISCUSSION ON GAS AND OIL ENGINES. 193 Discussion. The AUTHORi,n introducing his Paper, remarked that the plottedThe Author. points...

... or compression is outlined in the Paper, and the inadequacy of the original definition is pointed out. The original definition may be expressed by equating to zero the equation d Q = d E + p . d v . . . . . . . (1) dQ denoting an element of heat communicated to or withdrawn from the working substance, d E...

... . . . . 297 . .Primary failure in tensiostneel . . . . . . . . 297 Primary concretefailure : nocompressionsteelprovided over centsruapl port . . . . . . . . . . . . . . 301 . . .Primary concretefailure : Compression steepl rovidedover centsruapl port . . , . . . . . . . . 303 Primary concretefailure...

...L F COOLING; D B SMITH; SUBCOMEARPRE INSTITUTION RESEARCH COMMITTEE SUBCOMMITTEE ON EARTH PRESSURES SUBCOMEARPRE ENGINEERING RESEARCH EARTH PRESSURE SHEARING RESISTANCE SOILS TORSIONAL SHEAR TESTS COMPRESSION APPLICATIONS RESEENAGRICNHE.ERING 333 Two panels have been...

...A N PROCTER 322 PROCTER ON THE STABILITY OB THE COMPRESSION-FLANGES Paper No. 5033. " The Stability of the Compression-Flanges of ThroughBridge Plate-Girders." By ALBERTNOELPROCTEMR.S, c. (Eng Assoc. M. Inst. C.E. (Ordered by the Council to be published without oral discussion.) TABLE OF CONTENTS...