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Investigations on Compression Behaviour of Short Reinforced NSC Columns

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Document pages: 9 pages

Abstract: Investigational study was conducted on short reinforced concrete columns which were subjected to compression load. The main aim of study was to determine shear behaviour of columns when subjected to concentric loads and to compare the experimental loads with available standard codes. Nine numbers of columns were casted with various quantity of main reinforcement and different spacing of stirrups. The outcome of the result was with enhance in the quantity of steel, load bearing capacity for the column incremented as well as the ductility index also increased.

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