... it to the specified standard.Thestepstaken to produce the specified stress-governedconcretearedetailed,and the effect of the water/cement ratio is discussed. The types of machinery used in placing the concrete are described, and details are given of the types of joints employed and of the effect of jet aircraft...

... as engineering was concerned, inthat, since the engineer had never impressed his particular DETERMINATION OF WORKING STRESSES. 35 requirements on the timber importer and producer, timber had not been converted in such amanneras to suit it primarily tothe engineer s needs. He thought it was true to say...

...P O REECE THEINSTITUTION OF CIVILENGINEERS. STRUCTURAL AND BUILDIKGENGINEERINGDIVISION. TIMBER CONSTRUCTION: DETERMINATION OF WORKING STRESSES, BY PHILLIP OLIVER REECE, A.M.I.C.E. Session 1948-49 LONDON: vlnbIi#eD bp e %nafitutionof Kibil Engineers, GREATGEORGE STREET, WESTMINSTER, S.W.1. W E...

.... " The Design and Strength of Standard Flat-footed Rail and ishplate Sections." t By ARTHURMITFORD SIMS,C.I.E., B.Sc. (Eng A.M.I.C.E. TABLE OF CONTENTS. Introduction . Object of tPhaeper . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . PAGE .3 .4 Track stress research work and publications...

... Department on 113-lb. flat-bottomed rail and fishplates i d c a t e t h a tthe use of fishplates with punched holes may cause rail-web stresses 6 G 6 5 per cent. greaterthan those obtained withdrilled fishplates. (4)That the cast-iron baseplate be to the design shown in Figs 11, which hasa series...

...A M SIMS; N W SWINNERTON; C G CUMMING; W B DOBIE © Thomas Telford and ICE 1949 DESIGN STRENGTH STANDARDS RAILS FISHPLATES TRACK RAILWAYS TORSION BENDING STRESS STIFFNESS AND VERTICAALLIGNMEKT OF HIGH-SPEED ROADS. 7 study of the later road alignments, and that line...

...P O REECE; J T COSGROVE © Thomas Telford and ICE 1949 TIMBER CONSTRUCTION WORKING STRESS MATERIALS STRUCTURAL RATIOS STRENGTH PROPERTIES KNOTS 14 CORRESPOTNICMDOOEBNNECSRTERUCTION REFERENCES. 1. Timosbenko, Einige 8t.ubilitatsprnbleme der Elastizitatsthenrie (Some...

...R A FOULKES; A J FRANCIS; I D TAVERNER USAGE ALLOYS LIGHT STRUCTURES STRENGTH RIVETS STEEL SAFETY ALUMINIUM STRESS WORKING 12 FOULKES O N THE USE O F LIGHT ALLOYS IN STRUCTURES. than academic.Withregard to costs generally, it should be borne in mind that they depended very largely...

...C V BLUMFIELD © Thomas Telford and ICE 1948 DEVELOPMENT USE BARRELS VAULTS SHELLS CONCRETE STRESS CALCULATIONS REINFORCEMENT CONSTRUCTION IN SITU BIBLIOGRAPHY BUILDINGS STIFFENING BEAMS CANTILEVER DEMOLITION SERVICES LEIPZIG BUDAPEST HAMBURG GERMANY HUNGARY...

... PROOF STRESS CASTING FORGING LIGHT ALLOYS IN STRUCTURES. 33 ACKNOWLEDGEMENTS. The Author wishes to thank theChief Scientist, Ministry of Supply, for permission to publish thisPaper.He also thanks his colleagues at the Military Engineering Experimental Establishment, Christchurch, who were...

...C E DUNTON; K BRINSMEAD © Thomas Telford and ICE 1948 LONDON PASSENGER TRANSPORT BOARD MACHINERY DESIGN INSTALLATION MAINTENANCE LONG WELDED RAILS JOINTS TEMPERATURE STRESS ELASTIC TRACK INSTABILITY LONGITUDINAL COMPRESSION BULL HEAD WELDING STANDARDS SAFETY...

... STRESS VIBROGRAPHS DESIGN RESEARCH THE INSTITUTION O F CIVIL ENGINEERS. STRUCTURAL AND BUILDING ENGINEERING DIVISION MEETING. Tuesday, 11th March, 1947. WILLIAM KELLY WALLACE,C.B.E.,M.I.C.E., Chairman of the Division, in the Chair. The following Paper was submitted for discussion and, on the motion...

... was turned, not in thoeriginal construction, but later torelieve a wrought-iron girder which had become heavily corroded and over-stressed. When it was proposed to reconstruct a station it was suggested that a point load should be put on this composite structure, and an investigation was made...

...J H A CROCKETT; R E R HAMMOND; H CHATLEY; R S COLQUHOUN; J DUFF; A EASTMOND; J L KING; L KNOPP; A J OCKLESTON; F W SLATTER; BRS REDUCTION GROUND VIBRATIONS STRUCTURES BEARING POWER PIPES DRIVING ENERGY SEISMIC SOILS DYNAMICS VELOCITY WIND STRESS BUILDINGS EARTHQUAKES PILES...

... AIRPORTS METHODS FOUNDATIONS CLAYS CONCRETE PAVEMENTS CBR RATIOS COMPRESSION STRENGTH FAILURES SHEAR STRESS SLABS CALIFORNIA BEARING UNDER-CARRIAGE DESIGN TO PROPERTIES OF SUBGRADE SOIL. 29 9. Cooling, L. F., andColder, H. Q. Portable Apparatusfor Comprwion Testa on Clay Soils...

...W E J BUDGEN; A C VIVIAN; H V HILL; R G BRAITHWAITE; R J ASHBY; J R PINKERTON; A H BECKETT; O BONDY; J S HENZELL © Thomas Telford and ICE 1946 INSTITUTE OF WELDING, GLASGOW SHOPS SITES WELDING BUILDINGS STRENGTH MATERIALS TESTS MEASUREMENT STEEL STRESS STANDARDS...

...W T MARSHALL; L F COOLING; W E J BUDGEN; C W STEEDMAN; E E MORGAN; C O BOYCE; W EASTWOOD; F R MARTIN; G G MEYERHOF; K TERZAGHI © Thomas Telford and ICE 1946 BUILDING RESEARCH STATION SOILS TESTS DESIGN FOUNDATIONS SAFETY STRENGTH STEEL SOIL MECHANICS STRESS STRAIN PILING...

... RUNWAYS DESIGN STRESS TEMPERATURE TESTS SLABS MOISTURE CBR RATIOS GROUND STRIP AIRSTRIPS ORIENTATION DRAINAGE FLEXIBLE PAVEMENTS WEIGHT AIRCRAFT FORMULAE THICKNESS FROST DESIGN CALIFORNIA BEARING LONDON AIRPORT HEATHROW UK 58 FISHER, GOODE, AND DOCKER O N...

...J N MCFEETERS © Thomas Telford and ICE 1946 CONCRETE RUNWAYS AIRPORTS ELASTIC THEORY SUBGRADE REACTIONS THEORY FAILURES SLABS LOADS FATIGUE STRESS CURVED TEMPERATURE GRADIENTS FRICTION SAFETY DESIGN SURFACING PROTECTION SUBBASE CONSTRUCTION SHRINKAGE WORKMANSHIP...

... AIRCRAFT COMPANY ROAD RESEARCH LABORATORY AIRPORTS CONCRETE RUNWAYS TESTS BUILDING MEASUREMENT STRESS DESIGN THEORY RIGID COSTS SUBGRADE IMPROVEMENT SLABS ROADS FATIGUE PAVING FAILURES TEMPERATURE FLEXIBLE PAVEMENTS PRESTRESSED REINFORCED PRC MOISTURE DOWELS RlCFEETERS...