For concreting of heavily reinforced sections without vibration, the workability of concrete should be-A-very lowB-lowC-mediumD-high.-D-high.

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D high. From clause 7.1 IS 456:2000, for the heavily reinforced section with vibration degree of workability, is medium and for without vibration workability should be high.

Structural Design Specifications - Engineering

For concreting of heavily reinforced sections without vibration, the workability of concrete should be

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Structural Design Specifications - Engineering

For concreting of heavily reinforced sections without vibration, the workability of concrete should be

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