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1-7 of 7
Keywords: LONGITUDINAL
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Journal Articles
Journal of the Institution of Civil Engineers (1951) 35 (4): 262–298.
Published: 01 February 1951
... are determined by tests. The shape of the compression-stress distribution and the position of its centre of gravity are denoted by symbols for which safe limiting values are obtained experimentally. A plastic theory for the ultimate longitudinal bending strength of cylindrical shells is also presented...
Journal Articles
Journal of the Institution of Civil Engineers (1949) 32 (5): 97–109.
Published: 01 March 1949
...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...
Journal Articles
Journal of the Institution of Civil Engineers (1949) 32 (5): 80–97.
Published: 01 March 1949
...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...
Journal Articles
Journal of the Institution of Civil Engineers (1941) 16 (6): 91–114.
Published: 01 April 1941
..., resting upon its U-shaped mould base, is given in Fig. 6. The test was carried out by loadingthe beam with twelveisolated loads P,spaced regularly at 59.1 inches from each other (Fig. 7). THEORETICASTLRESSES. Longitudinal Flange Stresses. The theoretical stresses, inthe middle section, due t o pre...
Journal Articles
Journal of the Institution of Civil Engineers (1939) 11 (6): 503–534.
Published: 01 April 1939
... to street-traffic only. The presence of sewers and mains parallel to the railway for the whole length of the works made this longitudinal working necessary, and as the mainroad carried one-way traffic only, long lengths of hoarding could be erected and the works expedited. It was originally intended...
Journal Articles
G A MAUNSELL, J F PAIN, R FREEMAN, C GRIBBLE, J G BROWN, E BATESON, F M FULLER, W T EVERALL, C PARRY
Journal of the Institution of Civil Engineers (1939) 11 (6): 430–448.
Published: 01 April 1939
... that one point which should be noted in connexion with the approach-spans was that, with the adopted type of span, the longitudinal forces due to tractive effort or braking effect on two spans had to be carried by onepier,whereas with separate simple spans it was possible alternately to fix and free...
Journal Articles
Journal of the Institution of Civil Engineers (1939) 11 (5): 224–261.
Published: 01 March 1939
..., there is a departure from pure rolling, and a discrepancy between the actual distance travelled and that to be expected from the revolutions of the wheel. Using Carter s definition, this discrepancy willbe called the creep, and thferaction (creepdistance travelled) willbe termed the longitudinal creepage...
