...W T MARSHALL; A GOLDSTEIN; K HAJNAL KONYI © 1950 Thomas Telford Ltd 1950 METHODS CALCULATIONS SECONDARY STRESS CYLINDRICAL SHELLS ROOFS LOADS BENDING MOMENTS 344 CORRESPONDENCOEN A METHOD OF DETERMININTGHE 11.05 f e e t a range nearer to the normal range a t springs...

...W T MARSHALL Synopsis. The membrane theory for the stresses in thin shells is based on the fundamental assumption that there is no change of shape of the shell on loading. In shell-roof construction, however, there must be a deflexion of the edge tie-beam, with resultant secondary stresses...

... INFILTRATION TRUNK GAUGING EFFLUENT CONDUITS OUTFALLS PURIFICATION SCREENING GRIT CHANNELS PRIMARY SEDIMENTATION TANKS SECONDARY AERATION SEPARATING STORMWATER SLUDGE POWER WASTE HEAT USE COMPRESSORS POWER HOUSES PUMPING STATIONS PUMPS PLANT DIGESTION DRYING BEDS COSTS URBAN...

...H J NICHOLS © Thomas Telford and ICE 1937 RENDEL PALMER & TRITTON BOMBAY BARODA & CENTRAL INDIA RAILWAY PRESTRESSING BRIDGES GIRDERS DESIGN INSTRUMENTS PROCEDURE INSTRUMENTATION METHODS STRESS PRIMARY DEFORMATION SECONDARY MODIFICATION LOADS RAILWAYS LOADING...

...H J NICHOLS; SIR C D M HINDLEY; C GRIBBLE; H J FEREDAY; N J DURANT; E BATESON; E H GREET; E S NEEDHAM; R MOON; D L THORNTON PRESTRESSING BRIDGES GIRDERS SPANS ERECTION TRUSSES METHODS SECONDARY STRESS LOADING CONDITIONS LOADS MODELS TESTS STATIC FLOORS DEFORMATION STEELWORK...

...A N PROCTER © Thomas Telford and ICE 1936 STABILITY COMPRESSION FLANGES PLATES GIRDERS THROUGH BRIDGE RIGIDITY ENDS POSTS WAVELENGTHS LOADING COEFFICIENTS LOADS EFFECT STIFFENERS FORMS SECONDARY STRESS FORMULAE ERRORS DESIGN 322 PROCTER ON THE STABILITY OB...