...E O MEASOR; D H NEW SCOTT & WILSON HOLLAND & HANNEN & CUBITTS DESIGN CONSTRUCTION HALLS ARCHITECTURE SITES FOUNDATIONS CONCRETE COLUMNS BASES GRAVEL CLAYS LONDON CLAY EXCAVATING DEWATERING WELLPOINT METHODS EXCAVATIONS DRIVING STEEL SHEETPILING...

...C E REYNOLDS; C V BLUMFIELD; J CUEREL; K HAJNAL KONYI © Thomas Telford and ICE 1944 HIGH YIELD BRITISH STANDARDS STRESS STEEL COLUMNS BEAMS REINFORCEMENT CRACKS SLABS BONDS RESISTANCE TENSION CONCRETE BARS METHODS DESIGN TWISTED JETTIES IN EXPOSED ROADSTEEATDCS...

...W T MARSHALL © Thomas Telford and ICE 1944 LONDON COUNTY COUNCIL EXPERIMENTS REINFORCED CONCRETE COLUMNS BASES METHODS REGULATIONS SHEAR STRESS TESTS DISTRIBUTION PRESSURE MORTAR MARSHALOLN REINFORCED CONCRETE COLUMN BASES. 49 Paper No. 5383. Experiments...

...C E REYNOLDS © Thomas Telford and ICE 1944 STEEL HIGH YIELD STRESS COLUMNS BEAMS REINFORCEMENT BEHAVIOUR CONCRETE ECONOMICS STRENGTH PROPERTIES STRAIN HARDNESS TWISTING BONDS TESTS WORKING COMPRESSION DESIGN OF JETTIES IN EXPOSED ROADSTEADS. 227 points where there may...

...R H EVANS; J L M MORRISON; R H WOOD © Thomas Telford and ICE 1942 MACHINERY RATES LOADING MECHANICAL PROPERTIES MATERIALS TESTS STEEL LOADS RAPID TESTING MACHINES CONCRETE COLUMNS TENSION HIGH SPEED CORRESPONDENCE ON EFFECT OF RATE OLFOADING. 563 Paper No. 5302...

...S V GARDNER © Thomas Telford and ICE 1941 REPAIRS WORKS DAMAGE PUMPING STATIONS EMERGENCIES PUMPS PUMPING EQUIPMENT MOTORS LAYOUT REINFORCED CONCRETE COLUMNS 186 GARDNER ON REPAIR WORK TO -4 DAMAGED PUMPING-STATION. INGENUITY COMPETITION, 1941. Repair Work t o aDamaged...

...V F BARTLETT; J Y DANKS UK © Thomas Telford and ICE 1941 LONDON POWER COMPANY STEEL PEDESTALS HEAVY COLUMNS LOADING POWER STATIONS GRILLAGES STEELWORK DIMENSIONS DESIGN WELDING RIBS SITES ERECTION COSTS WEIGHT BATTERSEA STAT. LONDON BARTLETT AND DANKS...

... and no appreciable sinkage has taken place, although, because of the small amount of soil or small rock in the material, voids necessarily existed to some considerablc degree. The first part of the widening of the existing railway' bridge consisted of reinforced-concrete columns a t centres of 15 feet and 16 feet...

...J C RICHARDS STRESS THREE DIMENSIONAL RIGID JOINTED FRAMEWORK METHODS SYSTEMATIC RELAXATION CONSTRAINTS STRUCTURES PROBLEMS STEEL COLUMNS GIRDERS LOADING FLEXURAL TORSIONAL RIGIDITY LOADS FRAMES YOUNGS MODULUS RATIOS SHEAR TORSION TENSION MEMBERS PARTIAL SOLUTIONS...

... certainly not occur a t such a low temperature. In designing the tower columns the stresses due to axial loads, the longitudinal deflection of their tops, and the flexure caused by the eccentricity of the loads had all been accounted for. Was it necessary, therefore, toapply aformula t o restrict theprimary...

... : beamswithincreasedspan-length . 305 Primary concretefailure : at an age of 56 months . . , . 306 .Discussion of results . . . . . . . . . . . . . 306 . .Part 11. Reinforced-concrfertaemes . . . . . . . , . 309 Primary failure of tensiosnteel inthe column . . . . . . . 309 Primary failure of concrete itnhe column...