...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...

... of the arch and it wouldbe advantageous if the Table included the wind moments there, and also gave the moment in a vertical plane due to wind, as that shown was stated to Le the transverse moment. The Author, in reply, expressed his appreciation of Professor Robertson s observations and acknowledged...

.... 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 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 difficult and was, therefore, of high...

...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...

...B F SAURIN © Thomas Telford Ltd 1949 DESIGN REINFORCED CONCRETE PILES REINFORCEMENT METHODS INSTALLATION DRIVING CASTING IN SITU SELECTION SHAPE SECTIONS PRECAST SIZE PRACTICE LONGITUDINAL TRANSVERSE HEADS TOES FORMULAE SHOES 80 SAURIN ON THE DESIGN OF REINFORCED...

... TRANSPORT AIRCRAFT RUNWAYS AGGREGATES COARSE CEMENT COMPRESSIVE STRENGTH TESTS STATISTICS RESEARCH SUBBASE LOADING ECONOMICS COSTS CUBES PLANT PAVEMENTS CONTROL SUPERVISION RELATIONS CONTRACTORS CORES WATER RATIOS MOISTURE CONTENT WORKABILITY GRADING DRY SPACING TRANSVERSE...

.... .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...