...E G COKER; G P COLEMAN; MADISON MACHINERY INVESTIGATIONS SHEAR TESTS TIMBER PHOTOELASTIC TESTING MACHINES STRESS DISTRIBUTION CONTOURS STANDARDS COMPRESSION MEASUREMENT METHODS TRANSVERSE TENSION Ghe 3netitution of Civil Engineers. SELECTED ENGINEERING PAPERS, BEING ORIGINAL...

...L TURNER; V C DAVIES © Thomas Telford and ICE 1934 REINFORCED CONCRETE TORSION BEAMS INVESTIGATIONS HISTORY STRENGTH TESTS STRESS ANALYSIS TENSILE DEFLECTION THEORY ELASTICITY RESISTANCE Cbe 3nstftutfott of Cfofl Engfneers, SELECTED ENGINEERING PAPERS. BEINQ ORIGINAL...

...H J GOUGH UK SELECTED ENGINEERING PAPERS. BEIKG ORIGINALCOMMUNICATIONSORDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 161. TESTS ON CAST-IRONGIRDERS REMOVED FROM THBERITISH MUSEUM. BY HERBEET JOHN GOUGH, M.B.E., D.Sc., F.R.S. EDITED BY H. H. JEFFCOTT, Sc.D., B.A.I., M. INST...

...F C LEA © Thomas Telford and ICE 1934 REINFORCED CONCRETE DESIGN STRESS STRAIN STEEL TESTS BEAMS DEFLECTION PROTECTION CORROSION ELASTICITY COMPRESSION SELECTED ENGINEERING PAPERS. BEING ORIGINAL COMMUNICATIONS ORDERED BY THE COUNCIL TO BE PUBLISHEWDITHOUT DIsaussIoN...

...A C VIVIAN; HOOKE © Thomas Telford and ICE 1934 ELASTICITY PLASTICITY STRESS PROPERTIES MATERIALS BENDING BEAMS STRAIN MATHEMATICAL TENSILE TESTS COMPRESSIVE TRANSVERSE DISTRIBUTION EQUATIONS LINK RATIOS MOMENTS RESISTANCE DEFLECTION METHODS LAWS SELECTED...

...W G MORRISON CARLTON BRIDGE CHRISTCHURCH RIVER AVON © Thomas Telford and ICE 1934 BRIDGES DESIGN CONSTRUCTION PILES DRIVING FORMULAE BEAMS CONCRETE TESTS RECORDS BEARING CAPACITY DEAD LOADS LOADING DEFLECTION LABOUR COSTS NEW ZEALAND SELECTED ENGINEERING...

...A BAILEY © Thomas Telford and ICE 1933 BUILDING RESEARCH BOARD SCIENTIFIC & INDUSTRIAL RESEARCH WIND PRESSURE BUILDINGS TESTS MEASUREMENT INTENSITY EXPERIMENTS MANOMETERS GAUGES METHODS RECORDS MODELS SHEDS FULL SCALE SELECTED ENGINEERING PAPERS. BEING...

... by comparing theminparticular cases with an accuratemethod of analysis and with the results of direct test. BARSWITE I, C,L, AND T SECTIONS. The torsional properties of several British Standard rolled steel sections were found by analysis and the results were checked by direct test, as shown in Table I, which...

... to CO in thetime available. Even at the highest temperature of the tests, 1,300 C., a time of contact of 4 seconds is required for practically complete conversion. It is somewhat unfortunate, however, that these tests should be used as any criterion of the actual speed of formation of CO in producer...

...J F BAKER © Thomas Telford and ICE 1932 MECHANICAL MATHEMATICAL STRESS ANALYSIS STEEL BUILDING FRAMES MEMBERS MATHEMATICS CALCULATIONS BENDING MOMENTS SLOPES DEFLECTION TESTS MODELS CELLULOID BRASS SINGLE BAY DEAD LOADS SEMI RIGID CONNECTIONS SLIP CONSTANTS RIGID...

...E W GILL © Thomas Telford and ICE 1931 LIVESEY & HENDERSON HARBOURS BRIDGES LOADING TRACK SPANS LIFT OPENINGS GEARS BOX GIRDERS CONSTRUCTION CYLINDERS TESTS LOADS PILES DRIVING ERECTION POOLE UK SELECTED ENGINEERING PAPERS. BEING ORIGINAL...

...D KENNEDY © Thomas Telford and ICE 1930 BRAITHWAITE CONSTRUCTION SCREWPILES JETTIES SCREWS PILES PORTS CREEKS SCREWING METHODS TESTING TESTS BHAVNAGAR INDIA ASIA Ube 3netftutfon of CfvfI Engineers. SEIJRCTED ENGINEERING PAPERS, R E l S G ORIGINAL...

...H R GARTH; LNER SELECTED ENGINEERING PAPERS, BEING OBIGINAL COMMUNICATIONORSDERED RY THE COUNCIL TO BB PUBLISHBD WITHOUT. DISCUSSION. No. 68. STRAINMETER TESTS OF A R,AILWAY-BRJDGE, BY HORACE RICHARD GARTH, Assoc. M. INST. C.E. EDITED BY H. H. JEFFCOTT, Sc.D., B.A.I.,Assoc. M. INSTC. .E...

...G B R PIMM © Thomas Telford and ICE 1929 DESIGN PILES TESTS IMPACT PILING STATIC LOADING MOMENTARY CONTINUOUS EFFECT FORMS MATERIALS RESISTANCE LOADS BEINGORIGINAL COJ7&IUNICATIONS ORDERED BY TRE C O U N C I L TO BE I U U L I S E E D WITHOUT D I S C U s S I O N . No. 78...

... derivative, is largely used to-day with equally good results. When a paint dries, practically all the thinner evaporates. One of the British Standardtests for whitespirit is that it should evaporate and leave no residue. Pureturpentine also leaves no residue if tested in thisway, but commercial turpentine...

...H MAWSON © Thomas Telford and ICE 1927 TESTS CALCULATIONS EFFECT THROTTLING INLETS CHARACTERISTICS FANS AIR SUCTION PRESSURE SPEED METHODS VOLUME SELECTED ENGINEERING PAPERS. BEINGORIGINAL CONMUNICATIONORSDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 51...

... cages and other partswas bent bya large motor- driven bender. Pesk-All cement for works had to comply with the specifica- tions of the Canadian Engineering Standards Association, and was tested at the cement-works beforebeing shipped, the bins being sealed by inspectors after acceptance. All sand...

... less than unity, the value of sZ#J is considerably less than t'he value t h a t Q would havec,ould t h a t valuebeascertained(.Thips oinsthould be remembered when considering the curves given in Figs. 3 and 6.) Fig. 2. If: keeping p l equal to 1 atnlosphere, an orifice is tested with air (say a 0+3032...

...A ROBERTSON © Thomas Telford and ICE 1925 STRENGTH STRUTS FORMULAE STRESS STRAIN MILD STEEL ROLLED CAST IRON COMPRESSION EXTENSOMETERS TESTS YIELD INSTRUMENTATION STRAIGHT AXIAL LOADS WROUGHT ECCENTRIC CONDITIONS ENDS LABORATORIES DUCTILITY NICKEL TIMBER MATERIALS...

...H C TOY PERMEABILITY CONCRETE RESEARCH FLOW WATER PROPORTIONS EFFECT CEMENT CONTENT PROPORTIONING METHODS MECHANICAL ANALYSIS CURVES MIXTURES TESTS Gbe 3nstitution of Civil Engineers SELECTED ENGINEERING PAPERS, BEING ORIGINAL COMMUNICATIONOSRDEKED BY THE COUNCIL...