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This picture shows the beam column junction. The steel seems to be piercing from each other but actually its arranged in such a manner that a proper beam column joint is formed
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give equipments which can be embedded in beam column joint
The main reinforcement of the beam has to be laid within the main reinforcement of the column not in the cover zone.
when earthquake occur the beam bars are passed outside the column cross section due to shear failure so how to provide in connection of beam and column junction to be provided???????????????