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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APTITUDE CRACK · Accepted Answer

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

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

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Structural Design Specifications

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

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