.... PRIRTIW IN OBEAT BRITAIN BY WILLIAM CLOWES ANDROWL, DITTRDL. ONDONAND HECOLEP. THEINSTITUTION OF CIVILENGINEERS. ~~ SELECTED ENGINEERINGPAPERS. No. 161. Tests on Cast-Iron Girders removed from the British Museum. By HERBERTJOHNGOUGH,M.B.E., D.Sc., F.R.S. THEPaper describes the results...

...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...

.... The bridge consists of a rolling lift opening span (PG.l ) and fixed approach spans. The opening span is operated by horizontal arms, which are moved backwards or forwards by stationary machinery placed at the rear of the opening span. This motion is translated by the quadrant girders of the opening span...

...E L MONTAGNON SELECTED ENGINEERING PAPERS, BEIXG ORIGINAL COMMUSICATIONSORDERED BY THE COUXCIL TO BE PUBLISHED WITHOUT DIscussIos. No. 109. THE EFFECT OF ADDING FLANGE-PLATES TO PLATE- WEB GIRDERS, BY EDWARDLANGLOIS MONTAGNON, B.Sc. (Engineering), Assoc. M. IKST.C.E. EDITEII BY H. H. JEFFCOTT...

...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...

...T C HOOD RECONSTRUCTION BRIDGES LOADS GIRDERS BOWSTRING ARCHES SUPERSTRUCTURES CONSTRUCTION PILES EXCAVATING FERROCRETE REINFORCEMENT RIBS ABUTMENTS STRESS EXCAVATIONS CRAWFORD BRIDGE SINGAPORE SINGAPORE ASIA SELECTEDENGINEERING PAPERS. BRINGORIGINAL COM...

... of the load transversely through the superstructure.A number of castiron trough girders were tested experimentally, with and without waybeam and rail. A wrought-iron single-line bridge, having two main girders with cross girders and deck-plates, was testedin its original stateandafterthe deck-plates had been...

...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...

...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...

... of the Warren girder shown in Fig, 2, it will be found that the vibrations of lowest frequencies take place almost entirely in vaertical direction, a circumstance which greatly simplifies the calculation. Fig. 2. - -L- - - .- . ~- 60'- L . . _ _ _ . _ i _ _ 4 . I Boom members are 10 square inches, and web...

...R C J HOWLAND © Thomas Telford and ICE 1924 TRANSVERSE OSCILLATIONS GIRDERS METHODS ANALYSIS THEORY NORMAL COORDINATES MODES UNIFORM CARRYING LOADS PULSATING FORMULAE LIVE FACTORS Cbe 3netitutfon of Gioil Engitteere. I ~ N GORIGINALCOMMUNICATIONOSKIJEREU BY THCEOUKCIL...

...J W SPILLER DEFLECTION SUSPENSION BRIDGES STIFFENING UNSTIFFENED ELASTIC EXTENSIONS CABLES STIFFENED HORIZONTAL GIRDERS LOADS DISTRIBUTION UNIFORM SELECTED ENGIXEEKING PAPERS. BEING ORIGINAL COllIJIUNICdTIONS ORDERED BY THE COONCIL TO BE PUBLISHEDWITJIOUTI)lSCUSSIOX. x o . 1...