Help please!
Is it a valid practice to assign end release in concrete beams so that the adjacent column takes less moment resulting in less rebar percentage?
If yes, will there be any change in design of beam-column junction?
End release
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Help please!
Is it a valid practice to assign end release in concrete beams so that the adjacent column takes less moment resulting in less rebar percentage?
If yes, will there be any change in design of beam-column junction?
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