... for maintenance works, and this was organized to deal with the manufacture of steel bridges with spans up to 70 feet. For large works and swing-bridges the contracts were let abroad as before, but complete working drawings were supplied to the tenderers, only firms on the Egyptian State Railways' approved list...

...C G WATSON © Thomas Telford and ICE 1935 CATENARIES FUNCTIONS CONSTRUCTION CURVES SPANS LENGTH TENSION TANGENTS BASES TABLES SAG SELECTED ENGINEERING PAPERS. BEING ORIGINAL COMMUNICATIONS ORDERED BY TEE COUNCIL TO BE PUBLISHED WITBOUT DISCUSSION. No. 179. CSTENARIAN F...

...F W THOMPSON MECHANICAL GEARS BRIDGES SPANS WARREN GIRDERS ERECTION BEARINGS OPENINGS EMERGENCIES BRAKES STANDARDS BANGKOK BRIDGE ASIA THAILAND SIAM © Thomas Telford and ICE 1933 MESSRS THOMAS BROADBENT & SONS, LTD. DORMAN LONG SELECTED...

...,in the following pages. PRINTED IN GREAT BRITAIN BY VILLIAY CLOKES AND BONS, LIIITBD. LONDON AND BEODLER THE JNSTITUTION OF CIVIL ENGINEERS. SELECTED ENGINEERING PAPERS. No. 123. Repairs to a Rolling Lift Bridge over the River Lee at Cork. BY ALANANDREWPAULB, .Sc.,Assoc. M. Inst. C.E THISbridge, which spans...

...W BLACKADDER DIRECT METHODS CONSTRUCTION INFLUENCE LINES CONTINUOUS GIRDERS SPANS INERTIA MOMENTS SECTIONS CONSTANT BENDING SHEARING FORCES PIERS BEAMS REACTIONS SELECTED ENGINEERING PAPERS, BEINGORIGINAL COMMUNICATIONSORDERED BY THE OOUNCIL TO BE PUBLISHED WITHOUT...

...E W GILL © Thomas Telford and ICE 1931 LIVESEY & HENDERSON HARBOURS BRIDGES LOADING TRACK SPANS LIFT OPENINGS GEARS BOX GIRDERS CONSTRUCTION CYLINDERS TESTS LOADS PILES DRIVING ERECTION POOLE UK SELECTED ENGINEERING PAPERS. BEING ORIGINAL...

.... The normal range of spring tides is about 10 feet. GENERALDESCRIPTIOIY. The bridge (Figs. 1, Plate 1)has threespans, witha length between the faces of the abutments of 400 feet. The central span consists of two similar Scherzer rolling-lift leaves. This span is 134 feet long between centres of piers, witha...

... railway-bridges by the staff of the Engineer of the North-Eastern Area, London and North Eastern Railway, and this Paperbriefly describes some of the tests and gives a detailed account of one of the later tests. Tests were made of the superstructure of one span of the High Level bridge, Newcastle...

...W E GELSON © Thomas Telford and ICE 1929 ADJUSTMENT TEMPERATURE CAMBER DEFLECTION PROCEDURE METHODS SETTING OUT ERECTION STEEL ARCHES BRIDGES RAILWAYS COUNTRIES DEVELOPING SPANS SETTING BEARINGS KANGRA VALLEY INDIA ASIA Uhe 3nstitution of Cfofr Engineers...

...C H LOBBAN DEFLECTION PROBLEMS POSITIONS MAGNITUDE MAXIMUM GIRDERS TRUSSES LOADS CALCULATIONS CANTILEVER UNIFORM BEAMS SECTIONS STRINGERS SPANS W e 3nstitution of Givil Engineers, SELECTED ENGINEERING PAPERS. BEINGORIGINALCOM;~IUNICATIOONRDSERED BY THE C O U N O I ~ TO DE...

... in July, 1865. This bridge consisted of three spans of 183 feet, with an approach of five stone-faced brick arches on the north side and one arch of similar construction on the south side. Thebridgecarried an 18-footroadwaywith5-footlOk-inch footways and crossed the valley a t aheight of 75 feet...

...E H SALMON CHARACTERISTICS POINTS THEORY BENDING UNIFORM BENDS CALCULATIONS APPLICATIONS BEAMS CONTINUOUS GIRDERS METHODS GRAPHICAL MOMENTS INERTIA SPANS BRACKETS INFLUENCE GEOMETRY SELECTED ENGINEERING PAPERS. BEINGORIGINAL COMMUNICATIONOSRDERED RP THE COUNCIL...

...W B HALL OPENINGS BRIDGES RIVERS LOADS STRESS STEEL CYLINDERS FOUNDATIONS ABUTMENTS SPANS SCHERZER OPERATING MACHINERY INCHINNAN RIVER CART SCOTLAND UK Che 3nstitution of Civil Engineere. SELECTEEDNGINEERINPGAYERS. BEING ORIGINAL COMMUNICATIONOSRDERED BY THE COUNCIL...