...J G WELSH © Thomas Telford and ICE 1951 LATERAL LOADS HIGH ARCHES METHODS ESTIMATING TRANSVERSE DEFLECTION STATIC INDETERMINATE FORCES COMPONENTS WELSH ON LATERAL LOAD ON HIGH ARCHES 551 Paper No. 5790 l Lateral Load on High Arches by JOHNGRAJUMWELSH, B.Sc., A.M.I.C.E...

... DESIGN CONSTRUCTION RAILWAYS ROADS BRIDGES WORKS VIADUCTS SPANS STEEL HIGH TENSILE PRESTRESSED CALCULATIONS STRESS TECHNIQUES METHODS PRESTRESSING PERMANENT WAY RIVERS PIERS PUMPHOUSES WATER SUPPLY ERECTION TEMPORARY TESTS STATIC LIVE LOADS DEFLECTION COUNTRIES DEVELOPING...

... and the steel. It has been found that beams reinforced with twisted bars deflect less than beams withmild-steel reidorcement, because of the greater bond of twisted bars.1 At a stress of 750 lb. per square inch inthe concrete, the deflexion due tocreep at 9 months is approximately equalto thedeflexion due t o...

... LOADS PROBABILITY LOADING DESIGN OVERHEAD TRANSMISSION LINES CONDUCTORS LEVELS ECONOMICS EFFICIENCY DEFLECTION CURVES LIVE DEAD BEARING PRESSURE EFFECT STATIC SIZE STRENGTH METALS REINFORCED CONCRETE PUGSLEY ON CONCEPTS OF SAFETY IN STRUCTURALENGINEERINQ 31 38. A. M...

... FLUTTER FAILURES DUCTILITY DEFLECTION DEVELOPMENT AIRCRAFT PUGSLEYONCONCEPTS OF SAFETYINSTRUCTURAL ENUINEERINU 5 Paper No. 5786 Concepts of Safety in Structural Engineering -f by PROFESSAOLRFREDGRENVILEPUGSLEOY.,B.E., D.Sc.(Eng M.I.C.E. SPNOPSIS Some introductory paragraphs outline the early...

... Report A 18-1/18 t o U.S. Office of Naval Research. Brown University, October 1949. I A D E ANDPRINTED IN GREAT BRITAIN BY WILLIAM CLOWES AND SONS, LIBITED, LONDON AND BECCLES. © 1950 Thomas Telford Ltd 1950 PLASTIC THEORY STRUCTURES FRAMEWORK FAILURES MODES COLLAPSE DEFLECTION...

... which are of fundamental importance in the plastic theory of structures. © 1950 Thomas Telford Ltd 1950 PLASTIC THEORY STRUCTURES COLLAPSE LOADS DUCTILITY FORCES PLASTIC HINGES MECHANISMS DEFLECTION DEFORMATION CONDITIONS EQUILIBRIUM RATIOS BENDING MOMENTS 174 HORNE...

... METHODS STRESS SECONDARY CYLINDRICAL SHELLS ROOFS MEMBRANES THEORY THIN DEFLECTION STRESS DISTRIBUTION BEAMS TIES TIE BEAMS EDGES GABLES CALCULATIONS DESIGN APPROXIMATE ...

...A J OCKLESTON © Thomas Telford Ltd 1949 EFFECT STATIC DYNAMICS LOADS REINFORCED CONCRETE TIED ARCHES BRIDGES RAILWAYS RIVERS MODELS INVESTIGATIONS TESTS LOCOMOTIVES HAMMER BLOWS DEFLECTION FLEXURAL STIFFNESS DECKS METHODS VERTICAL VIBRATIONS SUPERSTRUCTURES LATERAL...

... the assistance of an enthusiastic drawing-office staff. © Thomas Telford and ICE 1948 SHUTTERING STEEL TUNNELS FORMS CONCRETE QUANTITIES TIMBER DEFLECTION ROOFS LININGS VIBRATIONS APPLICATIONS VIBRATORS CONCRETING DESIGN JOINTS ...

...R G ROBERTSON QUETTA PAKISTAN INDIA ASIA EARTHQUAKES RESISTANT STRUCTURES SEISMIC FACTORS USE REINFORCED BRICKWORK CIVIL RECONSTRUCTION DESIGN TESTS MORTAR REINFORCEMENT BUILDINGS ROOFS LIMITATION METHODS RECORDING DEVICES ACCELERATION DEFLECTION MULTIPLIERS...

...C G SEXTON; FREYSSINNET © Thomas Telford and ICE 1947 J C GAMMON PRESTRESSED REINFORCED CONCRETE HANGARS AIRPORTS CONSTRUCTION METHODS ROOFS FRAMEWORK COUNTRIES DEVELOPING BEAMS CALCULATIONS SHELLS EDGES RIBS CABLES ERECTION PRESTRESSING MAIN STRESS DEFLECTION...

...C D CROSTHWAITE; C E ANDREW; R F C BOOTH; R ROSECRANS © Thomas Telford and ICE 1947 THEORY STIFFENED SUSPENSION BRIDGES CORRECTED DESIGN VERTICAL TORSIONAL OSCILLATIONS DEFLECTION THEORY TACOMA NARROWS UNITED STATES USA 518 CORRESPONDENCEON A NEW MEASURE...

...C D CROSTHWAITE MANHATTAN UNITED STATES USA © Thomas Telford and ICE 1947 FOURIER CORRECTED THEORY STIFFENED SUSPENSION BRIDGES DEFLECTION SPANS LONG SPAN METHODS CALCULATIONS EQUATIONS NUMERICAL APPLICATIONS CORRECTIONS STIFFENING TRUSSES VARIABLE MOMENTS...

...J P HARDING © Thomas Telford and ICE 1946 POST OFFICE ENGINEERING JOHN MOWLEM MARCONI RECONSTRUCTION TUBULAR STEEL RADIO MASTS REINFORCED CONCRETE ESTIMATES LOADS WIND VELOCITY PRESSURE MULTI STAYED STRESS INERTIA MOMENTS DEFLECTION USE METHODS RELAXATION...

...G E THOMPSON © Thomas Telford and ICE 1945 SLOPES DEFLECTION THEORY FRAMES BEAMS EQUATIONS 62 THOMPSOONN THE SLOPE DEFLEXION THEORY : Paper No. 5449. TheSlopeDeflexionTheory : Derivation and Application to Simple Frames By GEORGEEDWARTDHOMPSOANs,doc. M. Inst. C.E. (Ordered...

...L G SIMMS © Thomas Telford and ICE 1945 ESTIMATING IMPACT RESISTANCE REINFORCED CONCRETE BENDING ENERGY BEAMS EXPERIMENTS SLABS TESTS STEEL REINFORCEMENT STATIC LOADS DEFLECTION CURVES DAMAGE DEFORMATION JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS No. 4. 1944-45...

...Y L CHANG BENDING MOMENTS EPSTEIN CLAPEYRON FIDLER HARDY CROSS METHODS CONTINUOUS STRUCTURAL SYSTEMS ACCURACY ADAPTABILITY DESIGN EQUATIONS SLOPES DEFLECTION © Thomas Telford and ICE 1944 94 YO-LICNHAGNG ON UNIFIED MOMENT COEFFICIENTS. Paper No. 5401. Unified Moment...

...C S CHETTOE; N DAVEY; G R MITCHELL © Thomas Telford and ICE 1944 STRENGTH CAST IRON GIRDERS BRIDGES STRUCTURAL METHODS ESTIMATES TESTS LOADS STRAIN GAUGES DEFLECTOMETERS LABORATORIES DEFLECTION COMPOSITE BEAMS THEORY STRESS STATIC LOADING DYNAMICS FATIGUE HISTORY...

...S T CHEN; C H CHEN ANALYSIS DEFLECTION METHODS TRANSLATION ROTATION EQUATIONS TRUSSES CANTILEVER BRIDGES ARCHES THEORY © Thomas Telford and ICE 1943 JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS No. 6. 1942-43 APRIL 1943 Paper No. 5327. I Analysis of Deflexions of Trusses...