...J G WELSH; R G ROBERTSON © Thomas Telford and ICE 1951 LATERAL LOADS HIGH ARCHES METHODS CALCULATIONS TORSION RIBS HINGES TRANSVERSE WIND MOMENTS 596 CORRESPONDENCE ON LATERAL followed thatthe free-surface drawdown increased untilthe wellwas pumped dry, though...

...J G WELSH © Thomas Telford and ICE 1951 LATERAL LOADS HIGH ARCHES METHODS ESTIMATING TRANSVERSE DEFLECTION STATIC INDETERMINATE FORCES COMPONENTS WELSH ON LATERAL LOAD ON HIGH ARCHES 551 Paper No. 5790 l Lateral Load on High Arches by JOHNGRAJUMWELSH, B.Sc., A.M.I.C.E...

... TESTS EXPOSURE COATINGS CORROSION COSTS DESIGN REPAIRS BRIDGEWORKS SAND BLASTING SPRAYING METALS GRIT DETAILING EXPANSION JOINTS ALLOYS MAGNESIUM FLUORIDE STONE ARCHES REINFORCED © Thomas Telford and ICE 1951 MTAHIENTENANCE OF HIGHWAY BRIDGES 201 kept in repair to save...

... CORROSION EXPOSURE CONDITIONS INFLUENCE DESIGN RESISTANCE SURFACES PREPARATION PICKLING CLEANING GRIT BLASTING PROTECTIVE GALVANISING SPRAYING FOUNDATIONS ABUTMENTS PIERS REINFORCED CONSTRUCTION MATERIALS REPAIRS DETERIORATION BRICKS ARCHES PNEUMATIC CEMENT GUNS TIMBER FLAMES...

... PROCESS SITING LOCATION ARCHES COMMISSIONING IMPERIAL CHEMICAL INDUSTRIES ICI BILLINGHAM,RIVER TEES UK © 1950 Thomas Telford Ltd 1950 SMITH AND SHEPHERD ON THIRD MAIN DRAIN, I.C.I., BILLINGHAM 179 Paper No. 5729 Third Main Drain, I.C.I., Billingham LAWRENCGEILLINGSMITHand...

...A J OCKLESTON; J C BALLANTINE © 1949 Thomas Telford Ltd 1949 EFFECT STATIC DYNAMICS LOADS REINFORCED CONCRETE BRIDGES TIED ARCHES RAILWAYS MODELS CORROSIVE SITES CORROSION ATMOSPHERE UMHLATUZI ZULULAND SOUTH AFRICA AFRICA 550 CORRESPONDENCE ON THE DESIGN...

...E H MORRIS; C M A WHITEHOUSE RECONDITIONING ARCHES VIADUCTS PIERS FAILURES RAILWAYS DEFECTS TEMPERATURE STOCKPORT UK CONCRETE MIXING PLANT. 531 It did not seem worth while to expect excessive accuracy in batching materials for the ordinary run of small jobs. In weight...

...G F GEORGE © 1949 Thomas Telford Ltd 1949 RECONSTRUCTION VIADUCTS ROADS RAILWAYS MASONRY BRICKS ARCHES FAILURES METHODS TEMPORARY WORKS MATERIALS SPECIFICATIONS DEMOLITION PIERS CONSTRUCTION BUTTRESSES FOUNDATIONS SHEPTON MALLET SOMERSET BATH ROAD UK...

...A J OCKLESTON © Thomas Telford Ltd 1949 EFFECT STATIC DYNAMICS LOADS REINFORCED CONCRETE TIED ARCHES BRIDGES RAILWAYS RIVERS MODELS INVESTIGATIONS TESTS LOCOMOTIVES HAMMER BLOWS DEFLECTION FLEXURAL STIFFNESS DECKS METHODS VERTICAL VIBRATIONS SUPERSTRUCTURES LATERAL...

... WEATHER LAYOUT PRODUCTION SCAFFOLDING CLADDING SHEETING ROOFS CRANES STRUCTURAL SPANS DOORS COSTS ARCHES FILTON BRISTOL BRABAZON UK 36 COLQUHOUN ON THE BRABAZON ASSEMBLY HALL AT FILTON. APPENDIX I1 : DETAILSOB BRABAZO"N167 " AIRCRAFT. Wing-span : feet . . . Gross wing-area...

...E H Morris © Thomas Telford Ltd 1948 RECONDITIONING DEFECTS ARCHES VIADUCTS FAILURES REMEDIAL MEASURES SCAFFOLDING RAILWAYS STRUTS CONSTRUCTION CONCRETING RINGS THERMOMETERS STOCKPORT UK 82 MORRIS ON THERECONDITIOhmG OF A Paper No. 5651. cc The Reconditioning...

...C G SEXTON © Thomas Telford and ICE 1946 J C GAMMON CONSTRUCTION BRIDGES CORONATION BRIDGE RIVERS ROPEWAYS PLANT SPANS MATERIALS ARCHES RIBS ANCHORAGES CLOSURES REMOVAL TIES DECKS CANTILEVER TISTA RIVER NORTH BENGAL INDIA ASIA 384 SEXTON...

... a central span of 450 feet supported upon acast-iron arch rib rising 150 feet above the water, but he did not recommend that the work should be undertaken, as he felt doubtful of its practical execution. The Government were, moreover, engaged at that time in an expensive war against Napoleon...

...H S SMITH; H SHIRLEY SMITH; R FREEMAN; S R BANKS; C H GRONQUIST; S MCCONNEL; F A PARTRIDGE; F J SALBERG © Thomas Telford and ICE 1945 RALPH FREEMAN DORMAN LONG DESIGN ERECTION BRIDGES STRANDING METHODS CABLES SUSPENDERS ARCHES SUSPENSION RELIEF DIRECT BENDING...

...A H TOMS © Thomas Telford and ICE 1945 REPAIRS RAILWAYS VIADUCTS DAMAGE WAR BOMBS REBUILDING ERECTION STEEL TRESTLES PIERS ARCHES LONDON ROAD BRIGHTON UK TOMS ON REPAIRSRATIOLWVIAAYDUCT OVERLONDONROADB, RIGHTON. 353 Paper No. 5484. Repairs to Railway Viaduct...

...H S SMITH; R FREEMAN © Thomas Telford and ICE 1945 MACHINERY DESIGN ERECTION BRIDGES LOADS STRESS ARCHES JUNCTIONS DECKS CRANES TOWERS ANCHORAGES COMPACTING CABLES MACHINES COSTS BIRCHENOUGH OTTO BEIT BRID. RHODESIA AFRICA ZIMBABWE SMITH AND FREEMAN...

...H SHIRLEY SMITH; O FABER; E BATESON; R FREEMAN; J S HENZELL © Thomas Telford and ICE 1945 DESIGN ERECTION BRIDGES ARCHES SUSPENSION EXPANSION JOINTS COSTS SPANS STRESS BIRCHENOUGH BRI OTTO BEIT BRIDG ZIMBABWE RHODESIA AFRICA OF BIRCHENOUOH AND OTI'O BEIT...

...N B HOBBS © Thomas Telford and ICE 1945 ARCHES PINS REINFORCED CONCRETE BRIDGES SPANS RIBS CARRIAGEWAYS HINGES DESIGN METHODS 202 IIOBBS ON THE THREE-PIN ARCH FOR Paper No. 5428. The Three-Pin Arch for Reinforced-ConcreteBridges. By NOELBAMBURHYOBBSB, .A., Stud. Inst. C.E...

...S T CHEN; C H CHEN ANALYSIS DEFLECTION METHODS TRANSLATION ROTATION EQUATIONS TRUSSES CANTILEVER BRIDGES ARCHES THEORY © Thomas Telford and ICE 1943 JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS No. 6. 1942-43 APRIL 1943 Paper No. 5327. I Analysis of Deflexions of Trusses...

...J A POSFORD 330 POBFORD ON TEE CONSTRUCTION OF Paper No. 5286. The Construction of an Arch Dam for TemporaryWork. By JOHNALBERTPOSFORMD.,A.,Assoc. M. Inst. C.E. MANY considerations are involved itnhe construction of a temporary dam. Usually the most important is cost, and in this the cost...