As per IS 456: 2000, the design bond stress τbd in limit state method for plain bars in tension for M40 grade of concrete is
- A1.2 N/mm²
- B1.5 N/mm²
- C1.7 N/mm²
- D1.9 N/mm²Correct
Solution
Concept
IS 456 gives the design bond stress τbd for plain bars in tension. For M40 and above it is 1.9 N/mm².
Formula
Ld = φ σs / (4 τbd)
Step-by-step solution
1. IS 456:2000 gives τbd for plain bars in tension (limit state method). 2. Values: M20 = 1.2, M25 = 1.4, M30 = 1.5, M35 = 1.7, M40 and above = 1.9 N/mm². 3. For M40, τbd = 1.9 N/mm². 4. Answer is (D).
Explanation
IS 456 lists the design bond stress for plain bars in tension for each concrete grade. For M40 and higher grades, the value is 1.9 N/mm². This value is used to find the development length Ld.
Why the other options are wrong
(A) 1.2 N/mm² is for M20. (B) 1.5 N/mm² is for M30. (C) 1.7 N/mm² is for M35.
Shortcut
Remember the series 1.2, 1.4, 1.5, 1.7, 1.9 for M20 to M40.
Common mistake
Adding 60% for deformed bars (1.9 × 1.6 = 3.04) or 25% for compression when the question asks for plain bars in tension.
Correct answer: D) 1.9 N/mm²