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Discussion| October 01 1942

CORRESPONDENCE. RELATIVE MERITS OF WIRE AND BAR REINFORCEMENT IN PRE-STRESSED CONCRETE BEAMS.

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R H EVANS
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K W MAUTNER
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Publisher: Emerald Publishing
Online ISSN: 1753-7835
Print ISSN: 0368-2455
© Thomas Telford and ICE
1942
Journal of the Institution of Civil Engineers (1942) 18 (8): 501–505.
https://doi.org/10.1680/ijoti.1942.13831

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First page of CORRESPONDENCE. RELATIVE MERITS OF WIRE AND BAR REINFORCEMENT IN PRE-STRESSED CONCRETE BEAMS.
Keywords: WIRE, BARS, REINFORCEMENT, PRESTRESSED, CONCRETE, BEAMS, STRESS, TENSILE, ALLOYS, STEEL, STRAIN, SURFACE, SAFETY, VERTICAL, CRACKING, STRENGTH, CONCRETE
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© Thomas Telford and ICE
1942
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Volume 18, Issue 8
October 1942
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RELATIVE MERITS OF WIRE AND BAR REINFORCEMENT IN PRE-STRESSED CONCRETE BEAMS.
Journal of the Institution of Civil Engineers (February,1942)
CORRESPONDENCE. THE DESIGN OF SIMPLY SUPPORTED PRESTRESSED CONCRETE BEAMS FOR ULTIMATE LOADS.
Proceedings of the Institution of Civil Engineers (November,1954)
THE DESIGN OF SIMPLY SUPPORTED PRESTRESSED CONCRETE BEAMS FOR ULTIMATE LOADS.
Proceedings of the Institution of Civil Engineers (March,1954)
CORRESPONDENCE. THE DETERMINATION OF TENSILE STRESS/ STRAIN CURVES FOR CONCRETE.,
Proceedings of the Institution of Civil Engineers (November,1955)
DISCUSSION. FURTHER DATA CONCERNING PRE-STRESSED CONCRETE : COMPARISON BETWEEN CALCULATED STRESSES AND STRESSES REGISTERED DURING TEST.
Journal of the Institution of Civil Engineers (April,1941)

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