...E G COKER; G P COLEMAN; MADISON MACHINERY INVESTIGATIONS SHEAR TESTS TIMBER PHOTOELASTIC TESTING MACHINES STRESS DISTRIBUTION CONTOURS STANDARDS COMPRESSION MEASUREMENT METHODS TRANSVERSE TENSION Ghe 3netitution of Civil Engineers. SELECTED ENGINEERING PAPERS, BEING ORIGINAL...

...L TURNER; V C DAVIES © Thomas Telford and ICE 1934 REINFORCED CONCRETE TORSION BEAMS INVESTIGATIONS HISTORY STRENGTH TESTS STRESS ANALYSIS TENSILE DEFLECTION THEORY ELASTICITY RESISTANCE Cbe 3nstftutfott of Cfofl Engfneers, SELECTED ENGINEERING PAPERS. BEINQ ORIGINAL...

... all existing information concerning the stressing of the girders had been considered, further necessary data could only be obt.ained from tests to destruction on some of the actual girders, and from examination of the material of which they were made. Three main and six secondary girders were 1...

...G COOK © Thomas Telford and ICE 1934 FLUIDS PRESSURE DEFORMATION METALS SHEAR APPARATUS METHODS EXPERIMENTS STEEL COPPER STRESS SELECTED ENGINEERING PAPERS, BEIXG ORIGINAL COMMUNICATIONSORDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 170. THEEFFECT OF FLUID...

... of the stresses ina thick cylinder, both when subjected to an internal pressure alone and when subjected to a radialtemperature-gradient alone. These analyses lead to formulas for the radial, circumferential, and longitudinal stresses at alrladii within the wall-thickness. For design purposes, however...

...F C LEA © Thomas Telford and ICE 1934 REINFORCED CONCRETE DESIGN STRESS STRAIN STEEL TESTS BEAMS DEFLECTION PROTECTION CORROSION ELASTICITY COMPRESSION SELECTED ENGINEERING PAPERS. BEING ORIGINAL COMMUNICATIONS ORDERED BY THE COUNCIL TO BE PUBLISHEWDITHOUT DIsaussIoN...

...A C VIVIAN; HOOKE © Thomas Telford and ICE 1934 ELASTICITY PLASTICITY STRESS PROPERTIES MATERIALS BENDING BEAMS STRAIN MATHEMATICAL TENSILE TESTS COMPRESSIVE TRANSVERSE DISTRIBUTION EQUATIONS LINK RATIOS MOMENTS RESISTANCE DEFLECTION METHODS LAWS SELECTED...

...G S GOUGH © Thomas Telford and ICE 1933 RAILWAY BOARD OF INDIA THE AMERICAN SOCIETY OF CIVIL ENGINEERS STRESS RAILWAYS TRACK EXTENSIONS THEORY SUPPORTS SLEEPERS CONCENTRATED LOADS BEAMS CONTINUOUS LINES BENDING MOMENTS DEFLECTION RATIOS REACTIONS RAILS JOINTS...

...E B COCKS © Thomas Telford and ICE 1932 GRAPHICAL EXPANSION THRUST STRESS STEAM PIPES POWER STATIONS TEMPERATURE RIGID ANCHORS BENDING MOMENTS TORSION PRESSURE CALCULATIONS RANGE CORRUGATED LAYOUT JOINTS PIPING SELECTED ENGINEERING PAPERS. BEING ORIGINAL...

...J F BAKER © Thomas Telford and ICE 1932 MECHANICAL MATHEMATICAL STRESS ANALYSIS STEEL BUILDING FRAMES MEMBERS MATHEMATICS CALCULATIONS BENDING MOMENTS SLOPES DEFLECTION TESTS MODELS CELLULOID BRASS SINGLE BAY DEAD LOADS SEMI RIGID CONNECTIONS SLIP CONSTANTS RIGID...

...W C ASH © Thomas Telford and ICE 1932 EXPERIMENTS QUAYS WALLS DOCKS DISTORTION PORTS MICROMETERS BEAMS HORIZONTAL BOX LATERAL EARTH PRESSURE PILES CLUTCHES VERSED SINES MOVEMENT STRESS JOISTS REACTIONS KING GEORGE CALCUTTA INDIA ASIA SELECTED...

...) .&SOC. M. Inst. C.E. WHEN anextra flange-plate is added to aplate girder, joist or other such member subjected to bending, the stresses (direct and shear)must undergo considerable changes. A brief study of the question will suffice to show that it is incorrect to assume that at the ends of the added...

... open excavated concrete-lined reservoirs and reinforced-concrete tanks, withparticular reference to expansionjoints, construction-joints, and theelimination of secondary stress. GEOGRAPHICAALND CLIMATOLOGICALDATA. South Australia has an area of 380,070 square miles and a length of coast-line of 1,540...

... bridges to check the design of the floor members. 9 wrought-iron deck bridge of three spans was tested before and afterbeing strengthened by theaddition of steel girders between the pairs of existing girders. A short-span wrought-iron trough bridge was tested to obtain the actual stresses with waybeam...

...G L GOULDEN © Thomas Telford and ICE 1929 DESIGN ROADS SLABS FOUNDATIONS EMBANKMENTS FILL GRADIENTS CURVES SUPERELEVATION CAMBER IMPACT LOADS CONCRETE REINFORCED STRESS FRICTION REINFORCEMENT EXPANSION JOINTS AGGREGATES SELECTION WATER CEMENT RATIOS Ube...

...A B MILLER © Thomas Telford and ICE 1929 EFFECTIVE WIDTH PLATES SUPPORTED BEAMS THEORY SYMMETRICAL PROBLEMS LONGITUDINAL STRESS THIN EXPERIMENTS APPROXIMATE FORMULAE Cbe 3netitution of Civil Engineers, SELECTEDENGINEERING PAPERS. BEINGORIGI~JACLOUMUNICATIOONRSDERED...

...T C HOOD RECONSTRUCTION BRIDGES LOADS GIRDERS BOWSTRING ARCHES SUPERSTRUCTURES CONSTRUCTION PILES EXCAVATING FERROCRETE REINFORCEMENT RIBS ABUTMENTS STRESS EXCAVATIONS CRAWFORD BRIDGE SINGAPORE SINGAPORE ASIA SELECTEDENGINEERING PAPERS. BRINGORIGINAL COM...

...W H CLARK RAILWAYS BRIDGES INSPECTION RECALCULATIONS GAUGES DEVELOPMENT STANDARD LOADING ENGINES LOCOMOTIVES IMPACT ALLOWANCE LOADS STRESS UNITS STRENGTH BOX CULVERTS CALCULATIONS SOUTH AFRICA AFRICA SELECTED ENGINEERING PAPERS. BEINGORIGINACLOMMUNICATIONSORDERED...

...R A INGLIS © Thomas Telford and ICE 1928 PROPORTIONING RAILWAYS TRACK COMPONENTS ECONOMICS PROPERTIES PERMANENT WAY RAILS WEIGHT SLEEPERS DIMENSIONS SPACING BALLAST THEORY VARIATIONS STRESS AXLES LOADS ANGLES FRICTION SELECTED ENGIREERISG PAPERS. BEING ORIQIKIL...

...A C VIVIAN © Thomas Telford and ICE 1928 THEORY EARTH PRESSURE EQUATIONS STRESS DISTRIBUTION SE1,ECTED ENGINEERING PAPERS, BEING ORIQINALCONXUNICATIONOSRDERED BY THE COUNCIL TO BB PUBLISHED WITIIOUT DISCUSSION. No. 58. A THEORY OF EARTH-PRESSURES, BY M.ARTHUR CECIL VIVIAN, B.Sc...