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October 1942
Discussion|
October 01 1942
CORRESPONDENCE. RELATIVE MERITS OF WIRE AND BAR REINFORCEMENT IN PRE-STRESSED CONCRETE BEAMS.
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.
Citation
EVANS RH, MAUTNER KW (1942), "CORRESPONDENCE. RELATIVE MERITS OF WIRE AND BAR REINFORCEMENT IN PRE-STRESSED CONCRETE BEAMS.". Journal of the Institution of Civil Engineers, Vol. 18 No. 8 pp. 501–505, doi: https://doi.org/10.1680/ijoti.1942.13831
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Suggested Reading
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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