Question

Match List-I with List-II and select the correct answer using the code given below the lists:

List-I
A. Doubly reinforcement section
B. Limit state design
C. Minimum cover
D. Span-depth ratio

List-II
1 . Serviceability
2. Durability
3. Reduction in sectional depth
4. Ultimate moment capacity

Codes:
A B C D

• A. 1 2 4 3
• B. 3 2 4 1
• C. 1 4 2 3
• D. 3 4 2 1

Answer 1

The correct option is C 1 4 2 3

(c)
In case of a slab, shear stresses are usually very low and shear reinforcement is never provided in slab. It is preferred to increase the thickness of slab and hence reduce shear stress rather than provide shear reinforcement.