Civil Engineering - RCC Structures Design
Exercise : RCC Structures Design - Section 5
- RCC Structures Design - Section 1
- RCC Structures Design - Section 2
- RCC Structures Design - Section 3
- RCC Structures Design - Section 4
- RCC Structures Design - Section 5
31.
The Young's modulus of elasticity of steel, is
32.
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is
33.
In a simply supported slab, alternate bars are curtailed at
34.
The diameter of main bars in R.C.C. columns, shall not be less than
35.
The breadth of a ribbed slab containing two bars must be between
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