... that thecost of the piling must have been a serious item and he wondered what it had amounted to in the total cost of the building work. The treatment of the continuous girders-namely, the method of expansion at the bearings and the details developed by the contractors in order to withstand surge, at the same...

...H V HILL; L J MURDOCK; J M FISHER; R E J WORTH; B F SAURIN; D WEARE STEELWORKS PORTS CONSTRUCTION WORKS GANTRIES GIRDERS BRICKWORK LOADING TESTS STRUCTURAL CONCRETE CONTROL FOUNDATIONS AGGREGATES PORT TALBOT WALES UK © Thomas Telford and ICE 1950 38...

... direct from the land drain into thecess drain, and in due course a proper drain was laid at the topof the cutting slope. With regard to thedrainage of bridges, he had seen many girders which had corroded locally because a drip-pipe existed close to them, the water being blown under the bridge...

...L E HAWKINS MAINTENANCE DESIGN RAILWAYS WORKS PERCOLATION RAIN ACCESS EARTHWORKS BRIDGES MASONRY CONCRETE REINFORCED STRUCTURES GIRDERS DECKS SKEW SLABS OVERLINE GUTTERS GLAZING FOOTBRIDGES STAIRWAYS BINS BUNKERS PITS INSPECTION CORROSION CLEANING DAMAGE FROST...

...D LUMBARD; A A WRIGHT STEELWORKS CONSTRUCTION WORKS PORTS SITE INVESTIGATION METHODS PLACING SAND PILING EXCAVATIONS REINFORCED CONCRETE SHUTTERING MATERIALS MIXING JOINTS FOUNDATIONS ERECTION STRUCTURAL FABRICATION GIRDERS IN SITU FILLING STABILISATION WELDING DRAINAGE...

... ECONOMICS DESIGN STRUCTURAL STEEL SAVING ERECTION METHODS BRIDGES STANDARDS USAGE WELDING GIRDERS CAPACITY FINANCE RIVETING ZAMBESI BRIDGE BIRCHENOUGH BRI ZAMBEZI BRIDGE 18 DISCUSSION ON behaviour, and the introduction of more accurate methods of determining the stresses to which...

.... WITH THEDESIGN OF STATICALLY INDETERMINATE STRUCTURES. 21 scheme was dropped when examination of the bridge showed that the stiffening girders were not supported a t their ends, as it was thought to be notsufficientlygenerala type for study byundergraduates.Instead,a three-hinged bridge was built with the object...

...J F PAIN; C S CHETTOE; H W NEWMAN; F M FULLER; G WATSON; J E JONES; H E STRATTON; T J UPSTONE MINISTRY OF TRANSPORT © Thomas Telford and ICE 1943 DEPTH HIGHWAYS BRIDGES GIRDERS CONSTRUCTION STRINGERS DECKS SPANS DEFLECTION ROADWAYS TRANSVERSE BRACING FRAMES AESTHETICS...

...J F PAIN; T J UPSTONE © Thomas Telford and ICE 1943 HIGHWAYS BRIDGES GIRDERS DEPTH DEFLECTION RAILS LOADS TRAFFIC ECONOMICS PRACTICAL STANDARDS RAILWAYS WEIGHT SPANS RATIOS DECKS SLABS FRAMES COSTS THE INSTITUTION OF CIVIL ENGINEERS. ROAD ENGINEERINGDIVISIONJOINT...

... . . . . . . . Rcpair of heavy damage t o bridge abutments . . . . . . . . . . Repa.ir of damage t o metal bridge girders . . . . . . . . . . . Repair of damage to station roofs andbuildings. . . . . . . . . . Repair of damage to signal-boxes . . . . . . . . . . . . . . Repair of damagetodock walls...