...G S GOUGH © Thomas Telford and ICE 1933 RAILWAY BOARD OF INDIA THE AMERICAN SOCIETY OF CIVIL ENGINEERS STRESS RAILWAYS TRACK EXTENSIONS THEORY SUPPORTS SLEEPERS CONCENTRATED LOADS BEAMS CONTINUOUS LINES BENDING MOMENTS DEFLECTION RATIOS REACTIONS RAILS JOINTS...

...W BLACKADDER DIRECT METHODS CONSTRUCTION INFLUENCE LINES CONTINUOUS GIRDERS SPANS INERTIA MOMENTS SECTIONS CONSTANT BENDING SHEARING FORCES PIERS BEAMS REACTIONS SELECTED ENGINEERING PAPERS, BEINGORIGINAL COMMUNICATIONSORDERED BY THE OOUNCIL TO BE PUBLISHED WITHOUT...

...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...

...E H SALMON CHARACTERISTICS POINTS THEORY BENDING UNIFORM BENDS CALCULATIONS APPLICATIONS BEAMS CONTINUOUS GIRDERS METHODS GRAPHICAL MOMENTS INERTIA SPANS BRACKETS INFLUENCE GEOMETRY SELECTED ENGINEERING PAPERS. BEINGORIGINAL COMMUNICATIONOSRDERED RP THE COUNCIL...

... t is not necessary for the present purpose, the fact that TJ is a minimum when there is equilibrium may be explained as follows. Continuing the expansion (4)above, for the variationof U , to the second-order terms,it is necessary t o examine the sign of the quantity ~ ~ ~~ ~ " ThGorie de l'equilibra...

...H ADDISON © Thomas Telford and ICE 1923 MECHANICAL SCREENING CIRCULATION WATER SEWAGE SCREENS CONTINUOUS ROTARY ELECTRIC PLANT POWER STATIONS HYDROELECTRICITY PERFORMANCE FLOATING SOLIDS SELECTED ENGINEERING PAPERS. BEINGORIGINALCOMMUXICATIONOSRDERED BY THE COUNCIL...