Reinforced Concrete Structures Bond, Anchorage and Development Length

As per IS 456 : 2000, the design bond stress ꞇbd in limit state method for plain bars in tension for M40 grade of concrete is _______

1

1.7 N/mm²

2

1.5 N/mm²

3

1.2 N/mm²

4

1.9 N/mm²

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