According to IS 456:2000, The value of design bond stress in limit state method for plain bars in tension depends on the:

Questions › Category: Civil Engineering › According to IS 456:2000, The value of design bond stress in limit state method for plain bars in tension depends on the:
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According to IS 456:2000, The value of design bond stress in limit state method for plain bars in tension depends on the:

1. grade of the steel
2. grade of the concrete       (Ans)
3. none of the given option
4. length of the bar

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