Civil Engineering - RCC Structures Design
Exercise : RCC Structures Design - Section 4
- 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
46.
A pre-stressed concrete member is preferred because
47.
If W is the uniformly distributed load on a circular slab of radius R fixed at its ends, the maximum positive radial moment at its centre, is
48.
If p1 and p2 are mutually perpendicular principal stresses acting on a soil mass, the normal stress on any plane inclined at angle θ° to the principal plane carrying the principal stress p1, is :
49.
A very comfortable type of stairs is
50.
If the neutral axis of a T-beam is below the slab, the relationship between the flange width B, depth of neutral axis n, thickness of the slab ds, effective depth of the beam d, gross area of tensile steel At and the modular ratio m may be stated as
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