... with the bottom chords. The layout of the deck bracing ismodified somewhat in the last few panels adjacentto the ends of the span, as shown in Figs. 1. Procsedings.1 CALCULATIONSFOR THE STEEL SUPERSTRUCTURE. 259 ASSUMEDELASTIOPROPERTAIENDS EFFECTIVAEREASOF MEMBERS. In analysing the stresses in a two-hinged arch...

... utilitarian and unhandsome, whereas the amenities of the location demanded an aesthetic design. Accordingly, the Authorsubmitted his design and estimate for a two-hinged arch 316 BRADFIELD ON THE SYDNEY HARBOUR [Minutes of bridge of 1,650 feet spanwith abutment towers and pylons, pointing out...

... of 531 feet span (Figs. 1, Plate 7). It is of the two-hinged type and has a rise of 168 ANDERSON ON TYNE BRIDGE, NEWCASTLE. [Minutes of 170 feet. The roadway-deck is slung from the ribs by hangers over thecentral portion andrests on spandrel columns towards the abutments. The ribs are spaced 45 feet...

... for swinging the span asa three-hinged arch, and completingit as a two-hinged arch. AS the contract placed the whole responsibilityforcorrectness of figuresa, dequacy of materialandsafety of structureuponthe contracting company, it became at once the business of the Author toinstitute...

...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...

...G A HOBSON © Thomas Telford and ICE 1907 SIR DOUGLAS FOX CLEVELAND BRIDGE & ENGINEERING WATERFALLS BRIDGES RIVERS RAILWAYS ARCHES STEEL STRESS BEARINGS STEELWORK ERECTION CABLEWAYS CONSTRUCTION DESIGN TWO HINGED SPANDRELS BRACES SKEWBACK RIBS BEAMS...

...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...