...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...

...A H JAMESON; J ALLEN; J C GRASSIE; S DAVIS; W N MCCLEAN © 1949 Thomas Telford Ltd 1949 JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS No. 8, OCTOBER 1949 : SUPPLEMENT CORRESPONDENCE ON PAPERSPUBLISHED I N NOVEMBER 1948 JOURNAL. Paper No. 5556. " Flow over Sharp-edged Weirs : Effect...

...A H JAMESON FLOW SHARP EDGES SHARP EDGED WEIRS THICKNESS EFFECT CREST FORMULAE EXPERIMENTS TEMPERATURE VALUE © Thomas Telford Ltd 1948 36 JAMESONON FLOW OVER SHARP-EDGEDWEIRS : Paper No. 5556. '' Flow over Sharp-edged Weirs: Effect of Thickness of Crest...

...C G SEXTON; FREYSSINNET © Thomas Telford and ICE 1947 J C GAMMON PRESTRESSED REINFORCED CONCRETE HANGARS AIRPORTS CONSTRUCTION METHODS ROOFS FRAMEWORK COUNTRIES DEVELOPING BEAMS CALCULATIONS SHELLS EDGES RIBS CABLES ERECTION PRESTRESSING MAIN STRESS DEFLECTION...

...R J CORNISH CORNISH ON DISCHARGE OF SMALL SUBMERGED ORIFICES. 147 Paper No. 5092. The Discharge of SmallSubmerged Sharp-Edged Orifices. By RONALDJAMECOSRNISH,MSc., Assoc. M. Inst. C.E. (0,rdet-d by the Council to be published with written discussiort.) 1 TABLE OF CONTENTS. PAQE Symbols...