...C D CROSTHWAITE MANHATTAN UNITED STATES USA © Thomas Telford and ICE 1947 FOURIER CORRECTED THEORY STIFFENED SUSPENSION BRIDGES DEFLECTION SPANS LONG SPAN METHODS CALCULATIONS EQUATIONS NUMERICAL APPLICATIONS CORRECTIONS STIFFENING TRUSSES VARIABLE MOMENTS...

... was that some of the suspender rods sheared off a t their points of connexion to the parapet and other connexions became loose. The new parapet, in fact, failed to act asa stiffening truss. Mr. Rivers also rebuilt the ends of the span where they touched the abutments.He reverted to the original scheme of having...

...J W RODERICK RODERICK ON STIFFENED-SUSPENSION-BRIDGSETRESSES. 343 Students Paper No. 962. An Investigation of Stresses in a Three-Hinged Stiffened Suspension-Bridge, By JACKWILLIAnf RODERICRM, .Sc., Stud. Inst. C.E. (Ordered by the Council to be published in abstract f o r m 1.) CONSIDERABLE...

...E J BUCKTON; H J FEREDAY; S R BANKS; G A MAUNSELL; H J NICHOLS; P L PRATLEY; H SHIRLEY SMITH; H S SMITH UK CHELSEA LONDON RIVER THAMES © Thomas Telford and ICE 1938 RECONSTRUCTION BRIDGES DESIGN SUSPENSION CABLES STEELWORK WIRE ROPES STEEL STIFFENING GIRDERS...

... would have been inadequate, and theirreplacement by new independent anchorages in clay formation would have been expensive. It was therefore decided to adopt the self-anchored type of bridge, which has for some years past been developed abroad. In such bridges deep stiffening girders run from end to end...

... LOADS TRUSSES DEFLECTION STIFFENING STRESS CONSTRUCTION ORLEANS QUEBEC ST LAWRENCE CANADA NORTH AMERICA 422 DISCUSSION ON SUPERSTRUCTURE OF THE ISLAND OF Discussion. Profassor h a . Professor F. C. LEA said thatinthe first place there was one observation which he wished to make...

...S R BANKS © Thomas Telford and ICE 1936 DOMINION BRIDGE COMPANY SUPERSTRUCTURES ISLAND OF ORLEANS SUSPENSION BRIDGES DESIGN FABRICATION ERECTION RIVERS LOADING SPECIFICATIONS LOADS FLOORS SLABS TEEGRID STIFFENING TRUSSES SYSTEMS CABLES STRANDS SOCKETING ANCHORAGES...