... stations were to be erected a t sites agreed upon by the engineers and the contractors, but that observations and calculations were to be made by thetwo parties independently. Normally, no comparison of results was made until an actual length, or turn-off angle, had been arrived at. The number of main...

... of shear force per unit length given in Fig. 4. Load on rivets betweenJlange-angles and web. The rivets connecting the flange-angles to the web must supply the force necessary to increase the stress in the angles, the through Fig: 7. Diagramsshowin variation of Rivet loads due to a d e d flange Plates. I...

...R BENNETT © Thomas Telford and ICE 1931 PILES DRIVING CAPACITY SUPPORTING CALCULATIONS FORMULAE CONDITIONS PRACTICE THEORY RESISTANCE MODULUS ELASTICITY MATERIALS EFFICIENCY STEAM HAMMERS ANGLES INTERNAL FRICTION EARTH PRESSURE REINFORCED CONCRETE SELECTED...

...R A INGLIS © Thomas Telford and ICE 1928 PROPORTIONING RAILWAYS TRACK COMPONENTS ECONOMICS PROPERTIES PERMANENT WAY RAILS WEIGHT SLEEPERS DIMENSIONS SPACING BALLAST THEORY VARIATIONS STRESS AXLES LOADS ANGLES FRICTION SELECTED ENGIREERISG PAPERS. BEING ORIQIKIL...

...S BLENCOWE © Thomas Telford and ICE 1925 SIMPLIFIED TACHEOMETRY SCALE MEASUREMENT VERTICAL ANGLES METHODS CALCULATIONS TACHEOMETERS INSTRUMENTS INSTRUMENTATION SELECTED ENGINEERING PAPERS. BEINGORIGINAL COMMUNICATIONOSRDERED BP THB COUNCIL TO BE PUBLISIIED WITHOUT DISCUSSION...