.... ~ 3,715 l I_inchin_ecs.hinecs_.hes._ _ _ -0=.5a3 -30 53 -0- .4c 0 Elastic extension of ropes after zttach- nent at 10 kips = 0.083 -X (S 10). Movement of sockets required to take UP sag after attachment at 10 kips. Adjustment on nuts behind saddles *equired to put initial Itress in fresh ropes hfter...

... JOINTS WELDING STEEL RESEARCH STRESS FILLETS METALS MATERIALS TESTS WELDS PLATES DISTRIBUTION STRENGTHENING BRIDGES GIRDERS ELECTRODES FATIGUE ELECTRIC REPAIRS LONGITUDINAL FAILURES RODS CHEMICAL ANALYSIS ELASTIC MODULUS Procedinga.] OF ABC-WELDED JOIKTS. 305 Discussion. Sir...

...W E DALBY © Thomas Telford and ICE 1929 LONDON & NORTH WESTERN RAILWAY MECHANICAL PROPERTIES RAILS STEEL RAILWAYS TESTS LOADS STRESS ELASTIC PLASTIC EXTENSIONS HARDNESS SLIPPING UK I'raceedings.] D.\T,BY ON BRITISH RAIL-STEELS. 25 20 November, 1928. SIR...

... statementthat The inner structure of steel No. 3, as disclosed inthe photographs, gives no indication of the elastic weakness (p. 31) did not appear to be quite justified, for the following reasons. The photo- graphs showed a higher percentage of pure ferrite than was shown bytheother specimens...

... BRIDGES STRESS GIRDERS SAFETY HAMMER BLOWS DEFLECTION LOCOMOTIVES SPEED RECORDERS INSTRUMENTS BEAMS VIBRATIONS LOADS FREQUENCY OSCILLATIONS EQUATIONS FATIGUE RENEWAL STRENGTHENING WEIGHT LIMITS ELASTIC RESONANCE NEWARK DYKE BR. INDIA 80 DISCUSSION ON IMPACT IN RAILWAY...

... PROBLEMS CONCRETE DESIGN STRESS ELASTIC STEEL COMPRESSION LOADING FLOW HUMIDITY BEAMS REINFORCED DEFORMATION PROPERTIES CRACKS ~roceedings.1 CORRESPONDENCE ON PROBLEMS OF CONCRETE. 95 Correspondence. Mr. HADDOCN. ADAMSobserved that the Paper plainly showed a .A ~ u I I ~ . that concrete...

...W E DALBY © Thomas Telford and ICE 1926 MECHANICAL PROPERTIES STEEL STRENGTH MATERIALS INSTRUMENTS RECORDS TESTS TENSILE COMPRESSION TORSION ELASTIC SLIPS SPACE LATTICE RESISTANCE METALS PLASTIC SAFETY LIMITS Proceedings.] DALBY ON THE MECHANICAL PROPERTIES OF STEEL...

...R G C BATSON; G COOK; W J DOAK; J A EWING; F L WATSON © Thomas Telford and ICE 1926 MECHANICAL PROPERTIES STEEL DESIGN INSTRUMENTS RECORDS ELASTIC PROPERTIES MATERIALS STRAIN TENSION COMPRESSION FATIGUE METALS STRESS IRON 52 DISCUSSION ON THE MECHANICAL [Minutes...

...W C UNWIN; R HADFIELD; H C H CARPENTER; W ROSENHAIN © Thomas Telford and ICE 1926 MECHANICAL PROPERTIES STEEL TESTS MACHINES ELASTIC PLASTIC DEFORMATION MATERIALS LIMITS APPARATUS STRESS METALS MACHINERY Proceedings.] DISCUSSION ON TBE PROPERTIES OF STEEL. 41 Discussion...

... BRIDGES INVESTIGATIONS MAINTENANCE STRESS BARS TENSION TAR MACADAM TIMBER ANCHORAGES SUSPENDERS MEASUREMENT STRAIN ELASTIC LIMITS WIND TESTS FATIGUE FAULTS WELDS STRENGTH FRACTURE MENAI BRIDGE WARDEN BRIDGE SCOTSWOOD BRIDG UK Proceedings.] DISCUSSION ON THE MENAI...

... SADDLES TOWERS FLOORS REMOVAL TESTS DEAD LOADS LIVE MATERIALS ELASTIC LIMITS INSTRUMENTATION MENAI BRIDGE WALES ANGLESEY UK 208 TUDSBERY AND GIBES ON AN EXAMINATION OF [Minutes of Associate Members. REGINALDTHOMABSOLTER,B GUY MALCOLPJIRESCOTT. (EngLond ERNEST ALFRED REX...

... WATERTIGHT WATERPROOFING BEAMS CEMENT EXPERIMENTS LABORATORIES CUBES VESSELS AGGREGATES GRAVEL CRACKS WEBS FLANGES ELASTIC LIMITS WAR Proceedings.] DISCUSSION ON CONCRe'l'E FOR SITIP-CONSTRUCTION. 259 Discussion. Tho 1'nEsInICNT niovcd a vote of thanks to the Author for his The President...

... and no machining was undertaken. MODULUS OF ELASTICIATNYD ELASTILCIMIT. As the behaviour of the welded material in a ship structure and the amount of stress borne by i t is very largely dependent upon the relative values of the modulus of elasticity of the weld and that of the adjacent plating, it decided...

...W C POPPLEWELL © Thomas Telford and ICE 1914 MANCHESTER SCHOOL OF TECHNOLOGY ELASTIC PHENOMENA SLOW REVERSALS STRESS ULTIMATE ENDURANCE STEEL IRON EXPERIMENTS LOADS MATERIALS TESTING LABORATORIES TESTS BARS CAST MILD TENSION COMPRESSION LIMITS LIMITING 864 I...

...R E B CROMPTON VEHICLES MOTORS MOTOR CARS MOTOR VEHICLES TRANSPORT MACHINERY ROLLING RESISTANCE ROADS WHEELS TYRES GEARING STEERING BRAKING FUEL COSTS OMNIBUSES TRACTION ENGINES AUTOMOBILES MACHINES EFFECT CLIMATE SURFACES AIR SPEED VELOCITY GRADIENTS ELASTIC GEARS...

..., t o make experimentson materials which were permanently deformed at the outset, since it waswell known that the maximum stresses reached in such experiments were, in themajority of cases, well above the elastic limit of the material, Further defence of the position which the Authors had taken up...

...W C POPPLEWELL © Thomas Telford and ICE 1905 EXPERIMENTS ELASTIC ULTIMATE STRENGTH BRICKWORK PIERS PORTLAND CEMENT CONCRETE MEASUREMENT STRAIN STRESS Papers.] POPPLEWELL ON STRENGTH OF BRICKWORK PIERS. 311 (Papep No. 3549.) Some Experiments for Determining thEelastic...

...A D KEIGWIN ELASTIC PROPERTIES STEEL WIRE TENSILE STRESS TESTS INSTRUMENTS MEASUREMENT ACCURACY MACHINES EXPERIMENTS BEHAVIOUR ANNEALED UNANNEALED MACHINERY CATHETOMETERS INSTRUMENTATION LOADS 338 EEIGWIN ON ELASTIC PROPERTIES OF STEEL WIRE. [Selected (Students Paper...

... RAILS. [JliIIUteS Of APPEXDIS 11.-TABLE 111. BESVLTS OF EXPERIMESTS T O ASCERTAIS THE ELASTIC A S DU L T I U A T E TEXSILE STRENGT&Hc, , OF SPECIXENPSREPARED PROM FIVESTEELRAILS. l L-- DD Worn rail 3898 Top 3899/ Bottom New rail. 3901 Top 3902 Bottom Worn rail 39041 Top ~ I 3905 Bottom l iWorn rail...

...A E YOUNG; RANKINE © Thomas Telford and ICE 1898 ELASTIC ARCHES BENDING MOMENTS PARABOLIC RIBS TREATMENT EQUATIONS LOADS Papers.] YOUNG ON THE ELASTIC ARCH. 323 (Paper No. 3047.) Rankine s Treatment of the Elastic Arch. By ALFREDERNESYTOUNGA,ssoc. M. Inst. C.E. THEtheory...