...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...

... plotted inFig. 8. For stresses in intermediate anchor blocks, equation (13) led to : where P,,denoted the force acting on a single block of the n blocks of the system. Since the stress in theblock could be assumed to be proportional t o PIA, the totalcross-sectional areas would bear the ratiom(D,/D1)2...

.... The Author has attempted to avoid the use of complex mathematical methods by assuming that all bending strains have linear distribution. The neutral axis of members subject to bending is located by the ultimate strains at the extremities of the section for non-sustained load, and safe limiting values...

... arrangements made to enable the new drain to be connected into existing cast-iron drains with the minimum interruption to the running of the factory, and to enable sections of main drain to be readily isolated for subsequent inspection and maintenance. The design conditions, the types of culvert...

...T P O SULLIVAN © 1949 Thomas Telford Ltd 1949 ECONOMICS DESIGN RECTANGULAR REINFORCED SECTIONS CONCRETE CORRIGENDA. 71 CORRIGENDA. April 1949 Journal (Paper No. 5663-O'Sullivan) :- p. 180, third line from bottom ; for a family of lines shown dotted r e d a family of full lines...

...C B H COLQUHOUN; E A BROOK © 1949 Thomas Telford Ltd 1949 HALLS ALUMINIUM ALLOYS SECTIONS FRAMEWORK PERFORMANCE ASSEMBLY AIRCRAFT CONSTRUCTION FILTON BRISTOL BRABAZON UK 548 CORRESPONDENCE ON THE CORRESPONDENCE ON PAPERSPUBLISHEDIN MARCH 1949 JOURNAL. Paper...

...T P O SULLIVAN; K HAJNAL KONYI; K K MCKELVEY © 1949 Thomas Telford Ltd 1949 ECONOMICS DESIGN RECTANGULAR REINFORCED CONCRETE SECTIONS COMPRESSIVE TENSILE ECCENTRIC FORCES STEEL REINFORCEMENT 560 CORRESPONDENCE ON TEHCEONOMIC DESIGN OF form a false picture if he accepted...

...T P O'Sullivan © 1949 Thomas Telford Ltd 1949 ECONOMICS DESIGN RECTANGULAR REINFORCED CONCRETE SECTIONS STRESS STEEL FACTORS DIRECT RESISTANCE INDUCED TENSILE COMPRESSIVE LOADS APPLIED EFFECT PHASE BENDING O SULLIVAN ON TEE ECONOMC DESIGN OF RECTANGULAR REINFORCED...

...C B H COLQUHOUN; G S HALLAS; E ROSS; T P O SULLIVAN; C S GRAY; J MCHARDY YOUNG; I M E AITKEN; D V PIKE; T J UPSTONE; W T EVERALL; J FABER © 1949 Thomas Telford Ltd 1949 HALLS ALUMINIUM ALLOYS SECTIONS FRAMEWORK PERFORMANCE ASSEMBLY AIRCRAFT CONSTRUCTION ELECTRICAL RESISTANCE...

... for design . . . , . . . . . . . . . . . 81 Method of installing : driving or casting in situ . . . . . . . . . . 81 .Selection of shape of section for pre-cast piles . . . . . . . . . 82 .Selection of size of pre-cast piles . . . . . . . . . . . . . 82 Selection of concretefor pre-cast piles...

...C B H COLQUHOUN HALLS ALUMINIUM ALLOYS SECTIONS FRAMEWORK PERFORMANCE ASSEMBLY AIRCRAFT CONSTRUCTION LAYOUT BUILDINGS DESIGN FOUNDATIONS STEELWORK CLADDING FLOORS APRONS REINFORCED CONCRETE GALLERIES EXCAVATING FILLING EXCAVATIONS FILL DOORS ERECTION CRANES ELECTRIC...

...C B H COLQUHOUN; G S HALLAS; E ROSS; T P O'SULLIVAN; C S GRAY; F D THOMAS; J MCHARDY YOUNG; J M YOUNG; I M E AITKEN; D V PIKE; T J UPSTONE; J FABER; W T EVERALL © Thomas Telford Ltd 1949 HALLS ALUMINIUM ALLOYS SECTIONS FRAMEWORK PERFORMANCE ASSEMBLY AIRCRAFT CONSTRUCTION WINTER...

...SIR C INGLIS INGLIS ON ANALYTICAL DETERMINATION OF SHEARSTRESSES AND TORSIONSTRESSES IN BEAMS AND SHAFTS. 19 Paper No. 5633. Analytical Determination of Shear Stresses and Torsion Stresses in Beams and Shafts of Any Given Uniform Section. By Professor Sir CHARLESINGLIOS.B, .E., M.A., LL.D., P.R.S...

... DESIGN LOADING TEMPERATURE VIBRATIONS ULTIMATE SAFETY FACTORS STAYS SECTIONS BENDING SHEAR FORCES ADJUSTMENT EARTHING CONSTRUCTION REINFORCEMENT FOUNDATIONS ANCHORS BLOCKS CONCRETING TENSION METHODS BRIDLES FITTINGS POSITIONING NEUTRAL AXIS CALCULATIONS LEAFIELD UK...

...S T FARNSWORTH © Thomas Telford and ICE 1939 WATER SUPPLY TUNNELS PRESSURE TESTING STRENGTHENING JOINTS CONCRETE LININGS FAILURES IMPERVIOUS BITUMEN MATERIALS SHAFTS PIPES SECTIONS LEAD VALVES WORKS DEWATERING CHANNELS STORMWATER GROUNDWATER DRAINS DRAINAGE BONDING...

...C E INGLIS; R D DAVIES; W K WALLACE; M WALDER; W A STANIER; J T THOMPSON; F W CARTER; W L LOWE BROWN; W E GELSON; O F A SANDBERG; J W E SMITH RAILS STIFFNESS MAINTENANCE SECTIONS TRACK RAILWAYS INERTIA PLATES FISHPLATES STEEL BALLAST OSCILLATIONS VERTICAL JOINTS MOTION WHEELS...

... SECTIONS RECTANGULAR PROJECTIONS DISTRIBUTION LEVELS EXPERIMENTS VISCOSITY HOT COLD MERSEY UK © Thomas Telford and ICE 1939 ALLEOTNNHREESISTANCE TO FLOW OF WATER. 115 Paper No. 6161. ( The Resistance to Flow of Water along a Tortuous Stretch of River and in a Scale Model...

... and method of testing . .. 63 .Methods of calculatinsgtresseicnsomposibteeams . . . . . . 65 . .The distribution of strain across the section . . , . . . . 66 . . . .Tshtreessines the steel . . . . . . . . . . . 67 . .Thaenalysis of the momenitns the beam . . . . . . . . 69 . . .Deflexions...

...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...

...T DONKIN; E H ESSEX; C B LEA © Thomas Telford and ICE 1938 EFFECT FORMS CAPACITY COSTS TRUNK SEWERS FLOW SHAPE SEWAGE EFFLUENT SECTIONS VELOCITY FORMULAE 410 CORRESPONDENCE ON EFFECT OB FORM OF CROSS-SECTION Paper No. 5070. The Effect of the Form of Cross-Section...