... temperature gradient aye present in any magnitude. Full instructions for the solution of any practical problem are embodied in pp.20 and 21, and Figs. 1 and 2, Plate 1, worked examples being given in pp. 24-29. In Part I1 the case of a thick cylinder subjected to a longitudinal temperature gradient...

...O GIBSON © Thomas Telford and ICE 1934 REPAIRS MAINTENANCE VERTICAL GAS RETORTS METHODS APPARATUS HOT SPRAYING EROSION SPALLING MATERIALS LIQUIDS CEMENT EJECTORS PIPES TREATMENT SUITABLE DENSITY MIXTURES TEMPERATURE PROPERTIES CRACKS GLYCERIN POROSITY Che...

...C G WATSON © Thomas Telford and ICE 1933 TENSION LENGTH SAG ROPES STAYS PROPERTIES CATENARIES TREATMENT WIND EFFECT LOADS TEMPERATURE FUNCTIONS SELECTED ENGINEERING PAPERS, BEING ORIGINAL COMMUNICATIONOSRDERED BY THE COUNCIL TO BE PUBLISHEWDITHOUT 1)ISCUSSION. No. 136...

...E B COCKS © Thomas Telford and ICE 1932 GRAPHICAL EXPANSION THRUST STRESS STEAM PIPES POWER STATIONS TEMPERATURE RIGID ANCHORS BENDING MOMENTS TORSION PRESSURE CALCULATIONS RANGE CORRUGATED LAYOUT JOINTS PIPING SELECTED ENGINEERING PAPERS. BEING ORIGINAL...

...W E GELSON © Thomas Telford and ICE 1929 ADJUSTMENT TEMPERATURE CAMBER DEFLECTION PROCEDURE METHODS SETTING OUT ERECTION STEEL ARCHES BRIDGES RAILWAYS COUNTRIES DEVELOPING SPANS SETTING BEARINGS KANGRA VALLEY INDIA ASIA Uhe 3nstitution of Cfofr Engineers...

..., a temperature movement of 0-21 inch might 'be expected. This movement, while very small, would, if rigidly resisted, becapable of setting. up unequaldistribution of loading on the bases of the jacks and severe stresses in the bottom booms of the main girders between the points of temporarysupport. After...

...SIR E O WILLIAMS © Thomas Telford and ICE 1927 MASONRY ARCHES THEORY STRESS THICKNESS INVESTIGATIONS TEMPERATURE LIVE LOADS ABUTMENTS RISE RATIOS CURVES PLAIN REINFORCED CONCRETE STEEL WIDTH OPEN ECONOMICS FILLED QUALITY FOUNDATIONS CALCULATIONS...

...E J RANG SELECTED ENGINEERING PAPERS, BEINGORIGINALCONMUNICATIONOSRDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 42. SOME PROPEETIES OF MILD STEEL, WITH SPXClAL REFERENCE TO ITS BEHAVIOUR AT HIGH TEMPERATURES. BY EDMUND JULE RANG, IKSc., STUDI.NSTC..E. EDITED BP H.H. JEFFCOTT...

..., temperatures, etc., at, points C, 0, 1, etc., are denoted by P,,V,, Tc: etcT. hims ethod of reference will be adopted throughout.. To the engineer t,he three most important quantities for any cycle are : (i) t h e t h e r n d efficiency, qt ; (ii) the mean effective pressure, P,, ; and (iji) the initial...