... REINFORCED CONCRETE PIERS TIDES FLOW TIDAL BERTHING HYDROSTATICS PRESSURE PORTAL BEAMS DAGENHAM RIVER THAMES UK Correspondence. Mr. OVE &UP stated that as Chief Engineer to Messrs. Christianihh Amp. and Nielsen, who in the early part of 1930 submitted five different proposals...

... experience gained inthe war i t was foundessential, in order to give better protection against under-water attack, to increase materially the beam of all warships. The necessity for this increase of beam can best be indicated by the following extract from The Grand Fleet, 1914-16, by Admiral Earl Jellicoe...

...H N COLAM © Thomas Telford and ICE 1929 MADRAS & SOUTHERN MAHRATTA RAILWAY REGIRDERING RAILWAYS BRIDGES BEAMS GIRDERS FLOODS SPANS SPEED RIVETS LOADS KRISHNA RIVER INDIA ~roceec1ings.1 COLAM ON REGIBDERISG A RAILWAY-BRIDGE. 25 1 (Paper No. 4697.) fr...

..., which reduced the problem t o that of abeamdesign, of eitherthe single span or continuous variety. Owing to the small constructional depthsavailable a t the centres of the spans, a continuous beam was found to be the best practicablseolution. Theadoption of a bridge-superstructure having continuous...

... BRIDGES STRESS GIRDERS SAFETY HAMMER BLOWS DEFLECTION LOCOMOTIVES SPEED RECORDERS INSTRUMENTS BEAMS VIBRATIONS LOADS FREQUENCY OSCILLATIONS EQUATIONS FATIGUE RENEWAL STRENGTHENING WEIGHT LIMITS ELASTIC RESONANCE NEWARK DYKE BR. INDIA 80 DISCUSSION ON IMPACT IN RAILWAY...

... ERECTION GIRDERS REINFORCED CONCRETE BEAMS SLABS PICCADILLY LINE PICCADILLY CIRCUS LONDON UK Proceedings.] DISCUSSION O N PICCADILLCYIRCUSSTATION. 18I Discussion. The PRESIDENinT,moving the vote of thanks, remarked that The President the members would all look with admiration...

...M F G WILSON; S M DIXON; E O WILLIAMS; F C LEA; H JACKSON; R N STROYER © Thomas Telford and ICE 1928 PLASTIC YIELD SHRINKAGE PROBLEMS CONCRETE DESIGN REINFORCED STRESS SAFETY DEFLECTION BEAMS COMPRESSIVE STRENGTH ELASTICITY 74 DISCUSSXOX ON PLASTIC YlELD, SHRINKAGE...

...). (4)Present regulations, which take no account of these matters, leave much to be desired. (5) The deflection of reinforced-concrete beams, while only about six-tenths of the calculated deflection when the load is first applied, may amount to about six-tenths more than the calculated deflection...

.... For exampIe, the Author stated that Later thedeflections increased less rapidly, owing to a progressive transfer of compression from the concrete to the steel (p. 40); but it might be objected that this transfer would follow logically only if the yield were elastic instead of plastic. If a beam in which...

... arising from the fact that the cross beams are more or less suddenly loaded are not likely to be large. I n t h e case of steam locomotives, particularlythose of the two-cylindervariety, thevaryingrail-pressuresduetothc rotatingbalance-weightsmaysetup oscillations of much greater magnitude a t high speeds...

... BRIDGES IMPACT FORMULAE MATHEMATICS STRESS FLOORS SYSTEMS RAILWAYS LOADS VIBRATIONS MEASUREMENT COEFFICIENTS BEAMS TRAINS LOCOMOTIVES WEIGHT DEFLECTION STRINGERS RESEARCH HARMONIC TORSIONAL SPANS 294 CORRESPONDEKCE ON INTERACTION IN BRIDGEWORK [Minutes of Mr. Remfry. had only had...

... being sent on to the bridge with the waybeamsfixed in position.Previous tothe renewal of the timber waybeams in 1906, the rails were fixedto 12-inch by Eifr-inch teak beams, which restedon 5-inch teakblocks spaced2 feet 8 inches apart, the spaces between these blocks being filled with creosoted pine...

...W B EDWARDS; F R JOHNSON; R J MONEY; T R NOLAN; D H REMFRY © Thomas Telford and ICE 1923 RAILWAYS ECONOMICS REINFORCED CONCRETE COUNTRIES DEVELOPING GRADIENTS CURVES GAUGES RAILS REINFORCEMENT BEAMS TESTS AXLES LOADS SLEEPERS CAPE HEX R. MOUNTAIN SOUTH AFRICA...

...H STRINGER REINFORCED CONCRETE RAILWAYS COUNTRIES DEVELOPING REINFORCEMENT EXPERIMENTS RAILS SLABS CALCULATIONS NEUTRAL AXIS MOMENTS RESISTANCE TESTS BEAMS FAILURES ADHESION BRIDGES PILES PIPES PEKING MUKDEN CHINA ASIA Proceedings...

... RESISTANCE BONDS TENSION BEAMS BENDING MOMENTS WATERTIGHTNESS WATERTIGHT WATERPROOFING PERMEABILITY OIL PROTECTION COATINGS LABORATORIES PERCOLATION SLABS SHIPBUILDING PERCOLATION VESSELS WAR ISLECTIONS. 225 11 Janmry, 1921. J O H N ALEXANDER BRODIE, President, in the Chair...

... lanternslides illustrating rc.inforccd-conrrcte vcsscls. Correspondence. l\lr,Binnie. Mr. W. J. E. BINNIEwished to place on record the resu1t.sof a few tests made to determine the effect of adding a waterproofing compound to concrete and neat cement mortar. Cross Breaking Xtrength.-Beams 15 days old and 20...

... WATERTIGHT WATERPROOFING BEAMS CEMENT EXPERIMENTS LABORATORIES CUBES VESSELS AGGREGATES GRAVEL CRACKS WEBS FLANGES ELASTIC LIMITS WAR Proceedings.] DISCUSSION ON CONCRe'l'E FOR SITIP-CONSTRUCTION. 259 Discussion. Tho 1'nEsInICNT niovcd a vote of thanks to the Author for his The President...

...S O LIMBY © Thomas Telford and ICE 1917 NEW SHANGHAI BUILDING & CONSTRUCTION REINFORCED CONCRETE TELEPHONES EXCHANGES BUILDINGS FOUNDATIONS LOADS STRESS BEAMS COLUMNS FLOORS STEEL SHANGHAI CHINA ASIA Fapers.1 LIMEY ON TELEPHONE-EXCHANGE AT SHANGHAI. 387...

... STEELWORK EFFECT FROST COLD WEATHER CONCRETING FREEZING HARBOURS TESTS LOADS PILES RAILWAYS JETTIES TEMPERATURE RAILS REINFORCEMENT COSTS SAVING ECONOMICS WROUGHT IRON PIERS PITTING DETERIORATION STRESS VIADUCTS BEAMS HENNEBIQUE LIME BRIDGES EXPERIMENTS CLIMATE TROPICS WATER...

...F C LEA © Thomas Telford and ICE 1915 INFLUENCE DIAGRAMS ARCHES RIBS HINGES TWO HINGED EQUATIONS BEAMS CURVED SPANS BENDING MOMENTS SECTIONS PARABOLIC SHEAR MEMBERS BOOMS STRESS LOADS SEGMENTAL CONSTANT LATTICE LEA ON INFLUENCE DIAGRAMS FOR AN ARCH-RIB. 347 Papers...