...G MCINTOSH SHAW © Thomas Telford and ICE 1934 METHODS THICKNESS STEEL PLATES CASTINGS CORROSION DETERIORATION MEASUREMENT X RAYS RADIOGRAPHY MICROMETERS GAUGES IRON Che 3netftution of CCfoiI Engfneera SELECTED ENGINEERING PAPERS. BEINQ ORIGINAL COMMUNICATIONSORDERED BY TEE...

...E F REID UK UNITED STATES USA AUSTRALIA SELECTED ENGINEERING PAPERS, BEING ORIGIKALCOMMUNICATIOXS ORDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 154. FAILURESIN STEEL ANDCAST= IRON MAINS AND PROVISIONS FOR THEIR PROTECTION. BY ERIC FIELD REID, M.A., Assoc. M. INSTC. .E...

... either for the statements made, or for the opinions expressed, in the following pages. PRINTED IN QREATBRITAIN BY WILLIAY OLOWEB ANDSONSL, IMITEDL, ONDONANDBECCLELI. SELECTED ENGINEERINGPAPERS. No. 162. The Strengthening of a Cast-Iron Bridge by Welded Steel Bars Encased in Concrete ; The Holt Fleet...

...G COOK © Thomas Telford and ICE 1934 FLUIDS PRESSURE DEFORMATION METALS SHEAR APPARATUS METHODS EXPERIMENTS STEEL COPPER STRESS SELECTED ENGINEERING PAPERS, BEIXG ORIGINAL COMMUNICATIONSORDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 170. THEEFFECT OF FLUID...

...F C LEA © Thomas Telford and ICE 1934 REINFORCED CONCRETE DESIGN STRESS STRAIN STEEL TESTS BEAMS DEFLECTION PROTECTION CORROSION ELASTICITY COMPRESSION SELECTED ENGINEERING PAPERS. BEING ORIGINAL COMMUNICATIONS ORDERED BY THE COUNCIL TO BE PUBLISHEWDITHOUT DIsaussIoN...

... for anyparticular case must serve. The materials commonly used for gears are cast iron, various grades of steel, phosphor-bronze, and non-metallicmaterials of a fibrous structure. CasItron.-Compared to hardened steels, casitron is weak, brittle, and rather soft. It isused for gears when the loading conditions...

...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...

...G E SCOTT © Thomas Telford and ICE 1931 BRIDGES RIVERS ROADS GUIDEBANKS STEEL WELLS STEELWORK BWETGYI BRIDGE BURMA ASIA SELECTED ENGINEERING PAPERS. BEINGORIGINAL COMMUNICATIONSORDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 110. BWETGYI BRIDGEB, URMA...

...H F MOLONY QUEENSFERRY DEE UK © Thomas Telford and ICE 1930 MOTT HAY & ANDERSON SIR WILLIAM ARROL BRIDGES QUEENSFERRY BRIDGE RIVERS SPANS PIERS FOUNDATIONS STEEL CYLINDERS SINKING ABUTMENTS PILES SUPERSTRUCTURES ROADWAYS FOOTPATHS ERECTION...

... OF THE STEEL ARCH BRIDGE ACROSS THE REOND NULLAH MATILE 59.25 ON THKEANGRA VALLEY RAILWAYI,NDIA." BY WILLIAMEDWARD GELSON, B.Sc., Assoa. M. INSTC. .E. BDITED BY H. H. JEFFCOTT, Sc.D., B.A.T., Assoc. -M. INST.C.E., SECRETARY& LONDON: @ltbIif@cb &p PCfJc littstitntiurr, GREATQEORGESTREET,WESTMINSTER, 19%. S.W.l...

... the thirteenth century, and recognition of their protectivevalue was slow. Even in Tudor times plain oak beams which darken with age were in general use, and stone mullions and leaded lights held their own till well into the sixteenth century. When steel and the soft woods replaced the oak so largely used...

...H HERROD © Thomas Telford and ICE 1928 WIDENING HARBOURS DOCKS ENTRANCES PORTS WALLS REINFORCED CONCRETE PILES STEEL RANSOME PILING DESIGN COFFERDAMS CONSTRUCTION DAMS DRIVING EXCAVATING EXCAVATIONS QUAYS PORTSMOUTH CAMBER DOCKS UK SELECTED ENGINEERING...

...-calculations for flatarches show that the range of temperature is of even greater significance than the live load, and indicate theimportance of standardizing this range. Authorities differ very widely on the subject, being influenced no doubt by therelative prominence in their experience of steel arches...

...E J RANG SELECTED ENGINEERING PAPERS, BEINGORIGINALCONMUNICATIONOSRDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 42. SOME PROPEETIES OF MILD STEEL, WITH SPXClAL REFERENCE TO ITS BEHAVIOUR AT HIGH TEMPERATURES. BY EDMUND JULE RANG, IKSc., STUDI.NSTC..E. EDITED BP H.H. JEFFCOTT...

...A ROBERTSON STRENGTH STRUTS FORMULAE STRESS STRAIN MILD STEEL ROLLED CAST IRON COMPRESSION EXTENSOMETERS TESTS YIELD INSTRUMENTATION STRAIGHT AXIAL LOADS WROUGHT ECCENTRIC CONDITIONS ENDS LABORATORIES DUCTILITY NICKEL TIMBER MATERIALS HINGED FLAT FIXED BRITTLE...

...J W M MCLAREN GRIMSBY UK SELECTEU ENGISEERIING PAYERS. l!EINC, ORIGINACOL MMUNICATIONS ORDERED BY THCEOUNCIL TO BE PUBTJSIIED WITHOUT DISCUSSION. No. 25. INTERLOCKING STEEL SHEET PILING FOR TEMPORARY DAMS AT GRIMSBY. BY JOHN WILLIBMS M~LAREN,MC., M. INSTC..E. EDITED BP H. H. JEFFCOTT...

...C J GYDE UNION PUBLIC WORKS DEPT CLEVELAND BRIDGE & ENGINEERING BRIDGES FOUNDATIONS MODERATE DEPTH CONSTRUCTION SUBSTRUCTURES RIVERS REINFORCED CONCRETE CAISSONS CYLINDERS SINKING PILES DRIVING STEEL SHEETPILING ABUTMENTS CAPE PROVINCE NATAL SOUTH...

...C ELLIOTT © Thomas Telford and ICE 1924 REINFORCED GYPSUM HYDRATED SULPHATES LIME INDUSTRIAL USE MANUFACTURE PLASTER OF PARIS APPLICATIONS PRODUCTS CONSTRUCTION CONVERSION CALCINATION HEATING INDIRECT REINFORCEMENT STEEL IRON SETTING PROCESS STRENGTH PROPERTIES Gbe...

... footways of 5 feet minirnunl width, anda clear height above road-level of 16 feet. The road is cambered 4inches through- +out, and islevel longitudinally a t 22.0 O.D., except at the Greenock approach, which has a gradient downward to the bridge of 1 in 66. Thebridge is constructed of steel,withabutments...