...A E REID; F W SULLY © Thomas Telford and ICE 1951 COODE VAUGHAN LEE FRANK & GWYTHER HOLLOWAY BROS DESIGN CONSTRUCTION RAILWAYS ROADS BRIDGES WORKS VIADUCTS SPANS STEEL HIGH TENSILE PRESTRESSED CALCULATIONS STRESS TECHNIQUES METHODS PRESTRESSING PERMANENT...

...ALL BAKER; J E WARDROPPER; G KILNER; H J COWAN; R KANJANAVANIT; F J SAMUELY STRUCTURAL RESEARCH REINFORCED CONCRETE APPLICATIONS DESIGN BONDS BEAMS BONDED NON BONDED HIGH TENSILE STEEL HINGES ULTIMATE STRENGTH PORTAL STRESS STRAIN © Thomas Telford and ICE 1951...

... INSPECTION METHODS ERECTION MAINTENANCE AESTHETICS GRADING LOADING PROPERTIES HIGH TENSILE FLANGES WEBS RIGID FRAMES COMPOSITE WELDS PAINT COATINGS SINGLE SPAN TWO SPAN THREE SPAN © 1950 Thomas Telford Ltd 1950 BRAITHWAITE ANDDAVIES ON WELDED HIGHWAY BRIDGES 109 Paper No. 5758...

...T P O SULLIVAN; K HAJNAL KONYI; K K MCKELVEY © 1949 Thomas Telford Ltd 1949 ECONOMICS DESIGN RECTANGULAR REINFORCED CONCRETE SECTIONS COMPRESSIVE TENSILE ECCENTRIC FORCES STEEL REINFORCEMENT 560 CORRESPONDENCE ON TEHCEONOMIC DESIGN OF form a false picture if he accepted...

...T P O'Sullivan © 1949 Thomas Telford Ltd 1949 ECONOMICS DESIGN RECTANGULAR REINFORCED CONCRETE SECTIONS STRESS STEEL FACTORS DIRECT RESISTANCE INDUCED TENSILE COMPRESSIVE LOADS APPLIED EFFECT PHASE BENDING O SULLIVAN ON TEE ECONOMC DESIGN OF RECTANGULAR REINFORCED...

...A C VIVIAN; W C UNWIN; E G IZOD © Thomas Telford and ICE 1947 PERCENTAGE ELONGATION STEEL BARS TENSILE TESTS NECKING DEFORMATION STANDARDS CURVES PLATES SHIPS BOILERS STRESS ULTIMATE PLASTIC CHARACTERISTICS TESTING 138 VIVIAN POENRCENTAEGLEONGATION OF STEEL. 2. In built...

... ERECTION TOWERS SPANS SUSPENDED CLOSURES MEMBERS PRESTRESSING EARTHQUAKES EFFECT DECKS STEELWORK PROTECTION SPECIFICATIONS HIGH TENSILE STEEL SELECTION COUNTRIES DEVELOPING STRESS HOWRAH BRIDGE CALCUTTA HOOGLY RIVER INDIA ASIA WARD AND BATESON ON THE NEW HOWRAH BRIDGE...

...R H EVANS; K W MAUTNER WIRE BARS REINFORCEMENT PRESTRESSED CONCRETE BEAMS STRESS TENSILE ALLOYS STEEL STRAIN SURFACE SAFETY VERTICAL CRACKING STRENGTH CONCRETE LABAORATORY STUDY OF LONDON CLAY. 501 tbe made. A Paper on the subject had been presented to The Institution...

... and tensile tests on concrete is specified both in British Standard Specification No. 12 (1940) for Ordinary Portlandand RapidHardening Portland Cements, and in the Handbook on the Codeof Practice for Reinforced Concrete. In the former the specified rate of loading is 5,000 lb. per square inch per minute...

... is to introduceinitial stresses in the concrete of opposite sign to that produced by the dead and live loads, thereby eliminating any tensile cracks in the concrete by maintaining a fullyloaded beam with compression over the whole section. For this purpose M. Preyssinet has used both high-tensile steel bars and ~~ ~ - 1...

... of the system. 1 ] d o - bar is about 6.6 tons weight per square i.nrh ; 1 bar is about 14.5 lb. weight per square inch. ANDRADE ON THE MECHANICAL PROTERTIES OF ROTATT)8. 291 gives for F a value of about 360 kilobars (= 2,300 t,onsweight per square inch), which is about fort,y t,inles the tensile st,rengt,h...

...E V APPLETON © Thomas Telford and ICE 1940 NEW MATERIALS PROPERTIES SOLID PLASTIC CHEMICAL SYNTHESIS THEORY TENSILE STRENGTH SYNTHETIC METALLIC DIELECTRICS INSULATION FERROMAGNETISM MAGNETIC 448 THE JAMES FORREST LIXTURE. The Leulurc was not delivered in person owing...

.... The f i s t point of differencewas the use of high-tensile steel in the Storstrom bridge. The limit of nearly 15 tons per square inch that had been adopted for certain combinationsof stress in thegirders was somewhat higher than was usual in Great Britain, and showed the confidence which the designers...

... STEEL PILES SHAFTS CONCRETE REINFORCED ABUTMENTS EARTHWORKS EMBANKMENTS WATER RAILS ROADWORKS SUPERSTRUCTURES ANCHORS FLANGES MEMBERS DECKS NAVIGATION HANGERS LATERAL JOISTS BASCULE MACHINERY STEELWORK PLATES ARCHES CONSTRUCTION BEARINGS DISPLACEMENT HIGH TENSILE...

...C BATHO; S D LASH; R H H KIRKHAM © Thomas Telford and ICE 1939 BEAMS COMPOSITE PROPERTIES JOISTS STEEL CONCRETE LOADING DIRECT SUSTAINED TESTING STRESS CALCULATIONS EXPERIMENTS SECTIONS STRAIN DISTRIBUTION MOMENTS DEFLECTION CRACKS SURFACE FAILURES TENSILE TEMPERATURE...

...T P O SULLIVAN © Thomas Telford and ICE 1939 SECTIONS CONCRETE REINFORCED DESIGN STEEL BENDING MOMENTS LOADS TENSION REINFORCEMENT TENSILE COMPRESSIVE PROPORTIONS ECONOMICS ANALYSIS COMPRESSION 168 O'SULLIVAN ON THE ECONOMIC PROPORTIONS OF STEEL Paper No. 5199...

... with that estimated when it is assumed that theconcrete in tension is assisting the tension-reinforcement. At the same time theobserved tensile stress in thesteel is nearer to that calculated including the tension in the concrete than that excluding that tension.The fact that the elastic theory including tension...

...E J BUCKTON; H J FEREDAY © Thomas Telford and ICE 1938 HOLLOWAY BROTHERS RECONSTRUCTION BRIDGES THEORY SELF ANCHORED SUSPENSION LOADING DESIGN PIERS ABUTMENTS ARTICULATION HIGH TENSILE STEEL CABLES STIFFENING GIRDERS TOWERS EXPANSION JOINTS FLOORS SYSTEMS...

...F C LEA; J G WHITMAN © Thomas Telford and ICE 1937 FAILURES GIRDERS REPEATED STRESS TESTING MACHINERY TESTS METHODS MILD STEEL FRACTURE TENSILE SPECIMENS JOISTS BENDING FATIGUE RIVETS HOLES FLANGES STATIC CHROMADOR WELDED SAFETY FACTORS ROLLED BEARINGS AMPLITUDE...

...G SCHAPER; ISTRUCTE © Thomas Telford and ICE 1937 GERMAN STATE RAILWAYS INSTITUTION OF STRUCTURAL ENGINEERS ISTRUCTE BRIDGES HIGH TENSILE STEEL RAILWAYS THICKNESS STRESS ROADS SPECIFICATIONS DESIGN GIRDERS TRUSSES AESTHETICS WELDING SHRINKAGE FLANGES PLATES AIDS...