..., and in any case it would inevitably have been of a costly nature. I t appeared to him that the same result would have been achieved by testing the completed bridge in service, and by making provision for correcting the level of the bridge-bearings in the event of settlement by jacking or other means...

...J A K HAMILTON; J T GRAVES © Thomas Telford and ICE 1935 MOTT HAY & ANDERSON DORMAN LONG BRIDGES RIVERS APPROACHES SPANS FOUNDATIONS TOWERS CYLINDERS DOLPHINS LIFTING SHEAVES ROLLERS BEARINGS COUNTERWEIGHTS ROPES GIRDERS WINDING MACHINERY ELECTRICAL...

... used were 13 inch in diameter, with 12inches grip, but these occurred only in some heavy diaphragms of the four bottom chord members next to the bearing, and only about threehundred and seventy-six were required in each member. No rivets less than f inch were used in any parotf the bridge, except...

... MAIN BEARINGS CHORDS MEMBERS TRUSSES CONNECTIONS RIVETING JOINTS DECKS LATERAL PAINTING SYDNEY NEW SOUTH WALES AUSTRALIA Proceedings.] FREEMAN ON SYDNEY HARBOUR BRIDGE. 153 (Paper No. 4904.) Sydney Harbour Bridge : Design of the Structureand Foundations. By RALPHFREEMANM...

... DETAILS TESTS MODELS DECKS BRACING CAMBER DEFORMATION ABUTMENTS TOWERS PIERS MATERIALS STEEL CONCRETE LOADS STRESS DEAD LIVE IMPACT CALCULATIONS DISTORTION THRUST SURVEYS CONSTRUCTION FABRICATION SHOPS LAYOUT BEARINGS PYLONS STEELWORK CRANES CABLES CONVERSION MEMBERS TWO...

... MASONRY PRIMARY COMBINATIONS BEARINGS BRACING DEFLECTION TRUSSES CHORDS FRICTION GIRDERS STIFFENING POST STIFFENING ERECTION TUNNELS SADDLES TESTS MODELS SYDNEY NEW SOUTH WALES AUSTRALIA 256 PAIN AND ROBERTS ON SYDNEYHARBOIJRBRIDGE : [Minutes of (Paper No. 4923) I Sydney...

... and ready to slip off the skewbacks ; that effect was enhanced by the outline of the arch itself, which looked as if it might be a curved girder and not an arch a t all : the tall vertical end-posts suggested a load comparable to that in the lower chord, and consequently the bearings looked as if they were...

...J GOODMAN; S B DONKIN; H M MARTIN; S A COULING; A F CORNOCK; H S ROWELL; T H BAILEY; H W SWIFT © Thomas Telford and ICE 1932 EXPERIMENTS DISTRIBUTION THICKNESS OIL FILM CYLINDRICAL BEARINGS FLOODS STABILITY LUBRICATING JOURNAL LUBRICATION MODELS LUBRICATED LUBRICANTS...

...J GOODMAN © Thomas Telford and ICE 1932 EXPERIMENTS DISTRIBUTION THICKNESS OIL FILM CYLINDRICAL BEARINGS FLOODS APPARATUS METHODS TESTS FRICTION DISPLACEMENT ECCENTRICITY LUBRICATION EQUATIONS 244 GOODMAN ON DISTRIBUTION AND THICKNESS OF [Ninutes of The following Papers...

...H W SWIFT © Thomas Telford and ICE 1932 STABILITY LUBRICATING FILM BEARINGS JOURNAL EQUATIONS PRESSURE CURVES CENTRE LOADS PARTIAL APPLICATIONS DESIGN THEORY HALF BEARINGS LUBRICATION (Paper No. 4809.) The Stability of Lubricating Films in Journal Bearings. By HERBERT...

...R O BOSWALL; H H BROUGHTON; L ILLMER; S A MCKEE; H SHORE; J GOODMAN; H W SWIFT © Thomas Telford and ICE 1932 EXPERIMENTS DISTRIBUTION THICKNESS OIL FILM CYLINDRICAL BEARINGS FLOODS STABILITY LUBRICATING JOURNAL LUBRICATION BRASS PRESSURE LEAKAGE VISCOSITY LUBRICANTS...

...P ALLAN RIVERS BRIDGES BORING ROCKS REINFORCED CONCRETE PIERS CYLINDERS TRUSSES SPANS REINFORCEMENT DIAPHRAGM PILES HEADS RINGS DRIVING TRAMS TRAMWAYS TRAMCARS CARS LOADS LIVE DEAD PORTAL BRACING SWAY BRACES GIRDERS STRINGERS BEARINGS DECKS COSTS LAITANCE...

...D ANDERSON © Thomas Telford and ICE 1930 DORMAN LONG BRIDGES STEEL ARCHES TWO HINGED FOUNDATIONS CAISSONS SINKING BEARINGS APPROACHES RETAINING WALLS CONSTRUCTION CONTINUOUS SPANS ERECTION DESIGN RIBS CHORDS EXPANSION JOINTS ABUTMENTS TOWERS RIVERS ACCIDENTS...

...E F C TRENCH; M F G WILSON; H E STEINBERG; H W FITZSIMONS; J S WILSON; G HUMPHREYS; C GRIBBLE; A GIBB © Thomas Telford and ICE 1929 BRIDGES FOUNDATIONS CONSTRUCTION ENGINEERS ARCHITECTS PIERS ARCHES DESIGN CONCRETE REINFORCED MAINTENANCE SPANS BEARINGS CAISSONS GRANITE...

...W J DOAK; P L PRATLEY © Thomas Telford and ICE 1929 BRIDGES CONSTRUCTION BEARINGS PIERS SPANS TEMPERATURE SHRINKAGE STRESS REINFORCED CONCRETE COSTS SUPERSTRUCTURES ABUTMENTS CYLINDERS GLASGOW UK Correspondence. \v.M Do&. Mr. J. DOAKobserved...

... was submitted for discussion, and, on the motion of the President, the thankofs The Institution were accorded to theAuthor. (Paper No.4681.) An Experimental Determination of the Distribution and Thickness of the Oil-Film in a Flooded Cylindrical Bearing. By JOHNGOODMANM, . Inst. C.E. THE:classical...

...R O BOSWALL; H H BROUGHTON; F HODGKINSON; H M MARTIN; H T NEWBIGIN; SOUTHCOMBE; H W SWIFT © Thomas Telford and ICE 1928 EXPERIMENTAL DISTRIBUTION THICKNESS OIL FILM FLOODS CYLINDRICAL BEARINGS LUBRICATION TESTS PRESSURE TEMPERATURE MEASUREMENT 276 DISCUSSION ON THE OIL...

... was there ; nevertheless, it was an outstanding achievement to give a rational mathematical explanation why that thin film of oilshrouded the brassand carried the load. One of the assumptionsmade by ProfessorReynolds was thatthe bearing was of infinitewidth. T h a t limitationhad been removed bylater investigators...

...E CREWDSON © Thomas Telford and ICE 1922 DESIGN IMPULSES WATER TURBINES PERFORMANCE PELTON WHEELS GIRARD BUCKETS VELOCITY NOZZLES BEARINGS GOVERNORS ECONOMISERS TESTS 396 CREVDSOK ON DESIGN AND PERFORMANCE OF rselectell (Paper No. 4370.) Design and Performance of a New...

... available. Thevariousspansmeasuredfromcentretocentre of bearings were :- .Southampton and Dieppe . . . , . . Span. 120 feet. . . .Richborough and Calais . . . . . . . . 100 ,, Dunkirk . . . . . . . . . 80 ,, Each bridge consists of two main girders of N type with raking ends.These are connectedbycross...