...E H BATEMAN © Thomas Telford and ICE 1934 STABILITY BUILDINGS FRAMES TALL MULTI STOREY THREE STOREY ANALYSIS BENDING MOMENTS HORIZONTAL LOADS DISTRIBUTION STIFFNESS VERTICAL BEAMS SELECTED ENGINEERING PAPERS. BEING ORIGINAL COMMUNICATIONSORDERED BY THE COUNCIL...

...W G MORRISON CARLTON BRIDGE CHRISTCHURCH RIVER AVON © Thomas Telford and ICE 1934 BRIDGES DESIGN CONSTRUCTION PILES DRIVING FORMULAE BEAMS CONCRETE TESTS RECORDS BEARING CAPACITY DEAD LOADS LOADING DEFLECTION LABOUR COSTS NEW ZEALAND SELECTED ENGINEERING...

... to beadopted of testingthe main girders to destruction was an interesting problem, to which the Author gave very careful consideration, as these girders were of such a size as to be entirely beyond the capacity of any existing testing equipmentinstalled atthe laboratory. The use of deadweight loading...

...G S GOUGH © Thomas Telford and ICE 1933 RAILWAY BOARD OF INDIA THE AMERICAN SOCIETY OF CIVIL ENGINEERS STRESS RAILWAYS TRACK EXTENSIONS THEORY SUPPORTS SLEEPERS CONCENTRATED LOADS BEAMS CONTINUOUS LINES BENDING MOMENTS DEFLECTION RATIOS REACTIONS RAILS JOINTS...

...C G WATSON © Thomas Telford and ICE 1933 TENSION LENGTH SAG ROPES STAYS PROPERTIES CATENARIES TREATMENT WIND EFFECT LOADS TEMPERATURE FUNCTIONS SELECTED ENGINEERING PAPERS, BEING ORIGINAL COMMUNICATIONOSRDERED BY THE COUNCIL TO BE PUBLISHEWDITHOUT 1)ISCUSSION. No. 136...

...J F BAKER © Thomas Telford and ICE 1932 MECHANICAL MATHEMATICAL STRESS ANALYSIS STEEL BUILDING FRAMES MEMBERS MATHEMATICS CALCULATIONS BENDING MOMENTS SLOPES DEFLECTION TESTS MODELS CELLULOID BRASS SINGLE BAY DEAD LOADS SEMI RIGID CONNECTIONS SLIP CONSTANTS RIGID...

.... The basis of the new method is that anadded flange-plate can only be stressed through the agency of the rivets connecting it to the remainder of the girder. In communicating load tothe added flange-plate the rivets will deform, and their deformations must be compatible with the relative extensions...

...TM NAYLOR © Thomas Telford and ICE 1931 WHIRLING SPEED SHAFTS SUPPORTED MULTIPLE BEARINGS ELASTIC DEFORMATION TURBOMACHINERY VELOCITY DYNAMICS LOADS DEFLECTION SELECTED ENGINEERING PAPERS. BEING ORIGIKAL COMMUNICATIONS ORDERED BY THE COUNCIL 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...

...E H BATEMAN © Thomas Telford and ICE 1930 TRANSVERSE VIBRATIONS SIMPLE STRUTS OSCILLATIONS COMPRESSIVE LOADS Ghe 3nstftutfon of (CfofI Engfneers, SELECTEDENGINEERING PAPERS. BEtNQ ORIGINCAOLMMUNICATIONS ORDERED RP THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 101...

...OHGK MOSELEY © Thomas Telford and ICE 1930 HAWKINS & TIPSON TENSILE STRENGTH MANILA ROPE MANILA ROPES LOADS FORMULAE CALCULATIONS SELECTED ENGINEERING PAPERS, BEINGORIGINAL CONXUNICATIONOSRDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 88. THE TENSILE...

...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...

...E B S POWELL © Thomas Telford and ICE 1929 MOTORS CONVERTERS ROTARY POWER STATIONS LIGHTING STATIONS LOADS EQUIPMENT PLANT MACHINERY REGULATION STABILITY MAINTENANCE EFFICIENCY SYNCHRONOUS ELECTRICITY POWER C.be 311stitution of Civil Engineers, SELECTED ENGINEERING...

...W H CLARK RAILWAYS BRIDGES INSPECTION RECALCULATIONS GAUGES DEVELOPMENT STANDARD LOADING ENGINES LOCOMOTIVES IMPACT ALLOWANCE LOADS STRESS UNITS STRENGTH BOX CULVERTS CALCULATIONS SOUTH AFRICA AFRICA SELECTED ENGINEERING PAPERS. BEINGORIGINACLOMMUNICATIONSORDERED...

..., in order to find the distribution of the load throughout the cast-iron arch-ribs, wrought-iron ties, and the subsidiary cast-iron parts of the superstructure. One. bridge of wrought iron built-uptroughing and one of rolled steel joists and deck-plates were tested in order to find the distribution...

...G B R PIMM © Thomas Telford and ICE 1929 DESIGN PILES TESTS IMPACT PILING STATIC LOADING MOMENTARY CONTINUOUS EFFECT FORMS MATERIALS RESISTANCE LOADS BEINGORIGINAL COJ7&IUNICATIONS ORDERED BY TRE C O U N C I L TO BE I U U L I S E E D WITHOUT D I S C U s S I O N . No. 78...

...G L GOULDEN © Thomas Telford and ICE 1929 DESIGN ROADS SLABS FOUNDATIONS EMBANKMENTS FILL GRADIENTS CURVES SUPERELEVATION CAMBER IMPACT LOADS CONCRETE REINFORCED STRESS FRICTION REINFORCEMENT EXPANSION JOINTS AGGREGATES SELECTION WATER CEMENT RATIOS Ube...

...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...

...J H NICHOLSON © Thomas Telford and ICE 1928 PILES FORMULAE DRIVING LOADS BEARING CARRYING POWER SELECTED ENGINEERING PAPERS. BEING ORIGINAL COMMUNICATIONS ORDERBD BY THCOEUNCIL TO BE f PUBLISHED WITHOUT DISCUSSION. No. 62. PILE FORMULAS. BY JOHN HEDLEY NICHOLSON, B . S c . , M...

...R A INGLIS © Thomas Telford and ICE 1928 PROPORTIONING RAILWAYS TRACK COMPONENTS ECONOMICS PROPERTIES PERMANENT WAY RAILS WEIGHT SLEEPERS DIMENSIONS SPACING BALLAST THEORY VARIATIONS STRESS AXLES LOADS ANGLES FRICTION SELECTED ENGIREERISG PAPERS. BEING ORIQIKIL...