Computer · Reinforced Concrete Structures
The development length in compression for a 16 mm diameter bar of grade Fe250 embedded in M20 grade concrete with a design bond stress of 1.20 N/mm2 (using Limit State Method) is:
- 1666.67 mm
- 2725 mm
- 3602 mm
- 4580 mm✓
Correct answer
580 mm
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