OPTIMUM LIMIT DESIGN FOR REINFORCED CONCRETE CONTINUOUS BEAMS.

• 1 April 1965
• journal article
• Published by Thomas Telford Ltd. in Proceedings of the Institution of Civil Engineers
• Vol. 30  (4) , 675-707
• https://doi.org/10.1680/iicep.1965.9531

Abstract

Keywords

• LIVE
• LIMITS
• PARAMETERS
• SERVICEABILITY
• BEAMS
• PROCEDURE
• CONCRETE
• THEORY
• DESIGN
• HINGES
• OPTIMUM
• CONTINUOUS
• PLASTIC
• REDISTRIBUTION
• YIELD