Experimental evidence regarding CP 110 for the design of framed structures.
Test results of ten reinforced concrete beams and five class 3 prestressed concrete beams are reported in this paper. The tests result in flexural and shear failure of under and over reinforced r.c. beams and flexural failure for psc beams having variable amount of non-tensioned steel. In all cases...
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Format: | Conference or Workshop Item |
Language: | English |
Online Access: | http://psasir.upm.edu.my/id/eprint/19293/1/ID%2019293.pdf http://psasir.upm.edu.my/id/eprint/19293/ |
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