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Mr. Dubey • 100.64K Points
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Q. For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be

  • (A) 0.75 - 0.80
  • (B) 0.80 - 0.85
  • (C) 0.85 - 0.92
  • (D) above 0.92
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