... CONSTRUCTION COSTS ECONOMICS SUBGRADE AERODROMES AERONAUTICS UNDERCARRIAGES WEIGHT STATIC LOADING LENGTH LOADS WHEELS LAYOUT DESIGNERS THICKNESS PAVEMENTS FAILURES HARD STANDINGS SWIVELLING AIRLINES AVIATION OPERATORS PRESTRESSED PAVING LANDINGS IN RELATION TO AIRCDREASFIGTN. 493...

...P H WATSON © 1949 Thomas Telford Ltd 1949 AIRPORTS AIRCRAFT DESIGN CONSTRAINTS AIRFIELDS AEROPLANES DESIGNERS PROBLEMS CHARACTERISTICS LENGTH RUNWAYS WIDTH PERIMETER TRACK LAYOUT SLOPES SURFACES STRENGTH AERODYNAMICS STRUCTURAL MECHANICAL AERONAUTICS LOADING TYRES...

... LENGTH BARS QUALITY WITSPHECIRAELFERENCE TO THREINFORCEMENT. 97 specially designed to accommodate this feature. The arrangement cer- tainly saves the cost in time and labour of breaking down the pile-head after driving and itindicates greatconfidence in the ability of the ooncrete to withstand...

... dynamical equations for the centrifugal ratio p and the rateof change of radial acceleration C with the approximate geometric length of atransition curve, the Author deduces the relationship that LLS = 400 3, where S denotes the shift. C2 If constant values for p and C are assumed, then a constant value...

... in one pile _- F_ L3 2x l x . Fd . . .K.E. denotes work done by one pile = -2 X 2- (3) Therefore, for any given pile, Pcc 1 . . . . . . . . . . (4) d cc L2 . . . . . . . . . . (5) K E cc L . . . . . . . . . . (6) Also, for any given length L, and if f = working stress for pile, then, from (l2), and (3...

...J AITKEN; J BOYD © Thomas Telford and ICE 1945 CONSOLIDATION VERTICAL CURVES DESIGN HIGHWAYS ROADS GRADIENTS SHAPE LENGTH RADIUS VISIBILITY CENTRIFUGAL DRAINAGE CALCULATIONS LEVELS THEORY APPLICATIONS 106 Paper No. 5494 A Consolidation of Vertical Curve Design...

...A S MACLAREN; H J COATES; F W DAWKES; W R GREATHEAD; J K THORPE; J K WILKINS DESIGN LAND AIRPORTS LONG DISTANCE CIVIL AIR TRANSPORT AVIATION BUILDINGS LAYOUT TERMINALS AIRCRAFT RUNWAYS SAFETY AERODROMES BAYS LOADING LENGTH © Thomas Telford and ICE 1945 412...

...T W MORAN; A G GULLAN; J A DAWSON; A H D MARKWICK; P G HUDSON; G TEMPLE; R F LLOYD JONES; E J B WEST © Thomas Telford and ICE 1945 AIR REGISTRATION BOARD DESIGN LAND AIRPORTS LONG DISTANCE CIVIL AIR TRANSPORT DESIGN LENGTH RUNWAYS LAYOUT PLANNING FORECASTS TRAFFIC...

...A S MACLAREN © Thomas Telford and ICE 1945 DESIGN LAND AIRPORTS CIVIL AIR TRANSPORT AIRCRAFT RUNWAYS LENGTH DIMENSIONS WHEELS ARRANGEMENT LOADS TIRES TYRES PRESSURE WEIGHT DESIGN SITES CHOICE AIRFIELDS PAVING CLASSES LAYOUT CLEARANCE ZONING EQUIPMENT REFUELLING...

...K PATERSON DISCARDS MINES WINDING ROPES SUPERVISION MAINTENANCE TESTING DAMAGE RESISTANCE FATIGUE FAILURES LENGTH CORROSION PATERSON ON THE DISCARDING OF MINE WIKDING-ROPES. 17 Paper No. 5396. U Some Notes on the Discarding of Mine Winding-Ropes. By KENNETH PATERSOBN.S,c. (Eng...

... PRACTICE RAILWAYS STANDARDISATION MAINTENANCE SLEEPERS RAILS EXPANSION WELDING TRACK LENGTH EXPERIMENTAL ALIGNMENT WOOD BOLTED CHAIRS GAUGES CURVES SPREADING USA UK PRACTICE ON THE L.M.S. RAILWAY. 139 Many other points connected with tests and practice could be touched on if time...

...H Q GOLDER; W FELLENIUS; F KOGLER; H MEISCHEIDER; H KREY; L PRANDTL © Thomas Telford and ICE 1941 BEARING PRESSURE RECTANGULAR FOOTINGS TESTS SAND LOADING LENGTH CAPACITY CLAYS BIBLIOGRAPHY FOUNDATIONS DESIGN SAFETY SHEAR FAILURES SURFACE STRENGTH VARIATIONS ANGLES...

... elastically constrained. 61 51 Fixedends. . . . . . . . . . . . . . . . . . . . 55 Critical load and effective length-ratio for design . . . . . . . . .Experimental work .. .. .. .. .. .. .. .. .. 56 57 Harmonics. . . . . . . . . . . . . . . . . . . . 60 INTRODUCTION. RECENTtheory and design of struts...

... of Fishguardharbour,although inthat case the wallwas built on a rubblbease and theobject was simply to allow the free settlement of each section independent of its neighbours. The same dimension, 25 feet, was selected, and the special V-jointed ends were thickly coated with putty mortar before adjoining lengths were...

...C E INGLIS RAILWAYS TRACK PATH VERTICAL WHEELS MOTION MOVEMENT BALLAST RAILS STIFFNESS CONTINUOUS LENGTH OSCILLATIONS SLEEPERS ELASTIC DEFLECTION CALCULATIONS YIELD SUPPORTS ENERGY KINETICS HARD SOFT SPEED AMPLITUDE DYNAMICS EFFECT THEORY © Thomas Telford and ICE...

...SIR R R GALES; J R BELL © Thomas Telford and ICE 1938 PRINCIPLES RIVERS TRAINING RAILWAYS BRIDGES APPLICATIONS BUNDS APRONS GUIDEBANKS CLASSIFICATION BREACHES SCOUR DESIGN LENGTH DEPTH PIERS FOUNDATIONS PROTECTION BEDS WORKS CUT OFF SILT CONTENT INFLUENCE SAND...

...G S GOUGH © Thomas Telford and ICE 1937 OPEN FRAMES GIRDERS METHODS ANALYSIS EQUATIONS MOMENTS PANELS LENGTH UNIFORM DISTRIBUTION INFINITE FINITE VERTICAL CALCULATIONS LOADING LOADS GOUGH ON THE OPEN-FRAMEGIRDER. 247 Paper No. 5069. The Open-Frame Girder...