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Design of Concrete Structures-Data Intensity 4 :: Discussion
| 4. | 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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