... 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...

...J F PAIN; G ROBERTS © Thomas Telford and ICE 1934 HARBOURS BRIDGES CALCULATIONS STEEL SUPERSTRUCTURES STRESS STRUCTURES ELASTIC PROPERTIES MEMBERS HINGES ARCHES TWO HINGED LOADS SPECIFICATIONS DEAD LIVE IMPACT WIND DECKS PORTAL METHODS LATERAL EQUATIONS TEMPERATURE...

... by the effort which had been made to secure a fine architectural effect. Themagnitude of the structure gave it anaspect of grandeur and sublimitya, nd engendered pride in so wonderful an achievement more particularly as it stood t.0the credit of members of the engineering profession. At the same time, he felt...

...C E BLYTH; W T SHADDOCK; W H THORPE; A C VIVIAN; E G COKER EXPERIMENTAL METHODS APPARATUS CALCULATIONS STRESS BRIDGES FRAMES FRAMED STRUCTURES EXPERIMENTS MEMBERS RIVETED INSTRUMENTS MEASUREMENT CONCRETE ARCHES REINFORCED STRAIN CURVES NITROCELLULOSE RIVETS PHOTOELASTIC...

... structures,andinparticularinthat kind of structure in which the number of members in a frame is such as to render the calculation of the stresses indeterminatefrompurely statical considerations. I n effect, however, most of the so-called statically-determinate frames, although they satisfy the condition...

...D H REMFRY © Thomas Telford and ICE 1924 MINISTRY OF TRANSPORT INTERACTION BRIDGEWORKS DECKS SYSTEMS MAIN GIRDERS MODIFICATION STRESS BRIDGES STRUCTURES BEHAVIOUR STRUCTURAL STRENGTH FIXING INDUCED RAILS METHODS ACTION CALCULATIONS ENDS RAILWAYS LOADS MEMBERS...

...J P GRIFFITH © Thomas Telford and ICE 1920 ENGINEERS MEMBERS PRESIDENTS INSTITUTIONS PROFESSIONS LOCAL ASSOCIATIONS LEGAL STATUS OUTPUT INDUSTRIES ENGINEERING TELESCOPES ASTRONOMY SHIPS SLUICES CONCRETE BLOCKS FACTORIES RAILWAYS TRAMWAYS LIGHTHOUSES PEAT FUEL WATER...

...E G COKER © Thomas Telford and ICE 1919 PHOTOELASTIC MEASUREMENT STRESS DISTRIBUTION TENSION MEMBERS TESTING MATERIALS TESTS TENSILE STRENGTH METALS DESTRUCTION NITROCELLULOSE METHODS 362 COKER ON PHOTO-ELASTIACIEASUREMENTS OB THE [Selected SECT.11.-OTHER SELECTEDPAPERS...

...G H DUGGAN © Thomas Telford and ICE 1918 SUPERSTRUCTURES ARCHES SPANS LONG SPAN BRIDGES RIVERS MASONRY FOUNDATIONS MANUFACTURE ERECTION LOADS DEAD LIVE WIND PRESSURE STRESS ROCKS APPROACHES MEMBERS CHORDS STEEL ANCHORAGES BARS TOGGLES ST.JOHN ARCH ST JOHN...

... WAY ROADWAYS RAILS STRESS MEMBERS ERECTION POWER EQUIPMENT PLANT ELECTRICITY SIGNALLING INTERLOCKING SIGNALS STEEL TRUSSES FIXED TESTS MACHINERY OPENINGS SINKING KEADBY BRIDGE MANCHESTER LIVERPOOL SHEFFIELD ENGLAND RIVER TRENT UK Proceedingt BALL ON T~EAD.BY B R...

...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...

...C H LANDER; R COTTON © Thomas Telford and ICE 1914 APPLICATIONS GRAPHICAL METHODS DEFLECTION STATICALLY INDETERMINATE FRAMES STRESS MEMBERS BARS DESIGN 299 LANDER ANDCOTTON O S [Selected (Paper No. 4050.) AnApplication of the Graphical Method of Deflections...

...W MASON © Thomas Telford and ICE 1913 METHODS FORCES FRAMED RIBS FIXED ENDS TEMPERATURE STRESS WIND MEMBERS BARS APPLICATIONS SHEDS FRAMES CALCULATIONS BARROW ADMIRALTY SHED ENGLAND UK SECT1. 1.-OTHER SELECTEDPAPERS. (Paper No. 4037.) A Method...

...T C FIDLER © Thomas Telford and ICE 1908 ERECTION CANTILEVER BRIDGES STRESS CORBELS STEEL WEBS BRACING BUCKLING METALS MEMBERS 1 0 FIDLER ON ERECTION OF CANTILEVER BRIDGES. [Minutes of (Paper No. 3740.) Notes on the Erection of Cantilever Bridges. By Professor...

...W H BREITHAUPT; L L BUCK; W J DOAK; G L HUNTER; W C KERNOT; G LINDENTHAL; F W SKINNER; J A L WADDELL; W H WARREN; G B WILLIAMS; E A HOBSON © Thomas Telford and ICE 1907 WATERFALLS BRIDGES RIVERS RAILWAYS STEEL ARCHES CABLEWAYS TWO HINGED SPANDRELS BRACED SPANS MEMBERS PINS...

...A D STEWART © Thomas Telford and ICE 1892 STRESS DEFLECTION BRACED GIRDERS MEMBERS SPANS LATTICE MOVEMENT Selected Papers.] STEWART ON BRACED GIRDERS. 269 SECT1. 1.-OTHER SELECTED PAPERS. (Papw No. 2625.) Stresses and Deflections in Braced Girders. By ALLAND. STEWARMT.,Inst...

... ARCHES SPANS CATENARIES MEMBERS STRUTS LIMITING Proceedings.] DISCUSSION ON GIRDER BRIDGES. 271 Discussion. Mr. AM ENDEdesired to add a few words of explanation. With Mr. am Ende. regard to the diagrams of very large girder bridges, he wished to lay more stress upon their meaning or import...

...R H BOW; B B STONEY; T C CLARKE; J WEYRAUCH; J M WILSON; M A ENDE © Thomas Telford and ICE 1881 BRIDGES GIRDERS WEIGHT DIMENSIONS LIMITS WIND CALCULATIONS LIMITING FORMULAE MEMBERS 294 CORRESPONDENCE ON GIRBDREIDRGES. minutes of Mr. am Ende. had added two lines expressing...

... that, as every wheel had a break, all the breaks were put on at once,whichwould throw the strain upon the topchords of the bridge. That was the assumed load of the bridge of 200 feet span, and it was adopted by Mr. Murphy, Mr. Whipple, and Mr. Bollman. I n answetro inquiries from several members, Mr. Colburn...