...J G WELSH; R G ROBERTSON © Thomas Telford and ICE 1951 LATERAL LOADS HIGH ARCHES METHODS CALCULATIONS TORSION RIBS HINGES TRANSVERSE WIND MOMENTS 596 CORRESPONDENCE ON LATERAL followed thatthe free-surface drawdown increased untilthe wellwas pumped dry, though...

...J G WELSH © Thomas Telford and ICE 1951 LATERAL LOADS HIGH ARCHES METHODS ESTIMATING TRANSVERSE DEFLECTION STATIC INDETERMINATE FORCES COMPONENTS WELSH ON LATERAL LOAD ON HIGH ARCHES 551 Paper No. 5790 l Lateral Load on High Arches by JOHNGRAJUMWELSH, B.Sc., A.M.I.C.E...

.... The Author indicates the distribution of longitudinal stress which causes maximum transverse bending stress so that, again, simplification is achieved by the use of safe limiting values which may be based on experimental evidence. Tests to destruction on pre-stressed beams and two cylindrical shells...

...B F SAURIN; A MCDONALD; J P PORTER © 1949 Thomas Telford Ltd 1949 STRUCTURAL DESIGN REINFORCED CONCRETE PILES REINFORCEMENT TAPERS TRANSVERSE LOADS ON A REINFORCED-CONCRETE TIED-ARCH BRIDGE. 551 placing concrete which would conform to the qualityrigidly laid down was extremely...

... . . . . . . . . . . . . 83 Shoes for pre-cast piles . . . . . . . . . . . . . . . . 84 Reinforcement for pm-cast piles , . . . . . . . . . . . . . 84 . .Review of current practice . . . . . . . . . . . . 85 .Selection of longitudinal reinforcement . . . . . . . . . . 87 Selection of transverse reinforcement in main body...

...B F SAURIN; J CUEREL; A F HAXTON; G H HODGSON; D H LITTLE; G P MANNING; W HUGHES © Thomas Telford Ltd 1949 DESIGN REINFORCED CONCRETE PILES REINFORCEMENT LONGITUDINAL TRANSVERSE SHOES BREAKAGES FRACTURE STRENGTH STRESS STEEL MORTAR TESTS CURING CIMENT FONDU BENDING...

... and the materials that were used, the mixing-machines, and so forth. Major C. V. W. Brook observed that he had recently made an extended tour of airfields in theUnited States as a guest of the U.S. Corps of Engineers. Thespacing of transverse expansion joints at Heathrow a t 120-foot intervals, corresponded closely...

.... .Introduction . . . . . . . . . . . . . . . . . . . PAGE 49 Notation . . . . . . . . . . . . . . . . . . . . . 49 General theory . . . . . . . . . . . . . . . . . . . 60 Frequency of transverse vibrations in a strut having elastically-constrained ends 60 . . . . . . . . . . . . . . . . . . .Hinged ends Ends...

... MANUFACTURE RUBBER MATERIALS CRACKS TRANSVERSE CRACKING VIBRATIONS DISCUSSION ON BEHAVIOUR OF REINFORCED-CONCRETE PILES 203 Discussion. Mr. GEOFFREYGRIMEgave three demonstrations of the experi-Mr. Grime. mentalmethods employed by the Authors. A model pile made of rubber-latex, cement and sawdust...