Civil Engineering - RCC Structures Design
Exercise : RCC Structures Design - Section 3
- 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
36.
The live load to be considered for an accessible roof, is
37.
A foundation is called shallow if its depth, is
38.
A circular slab subjected to external loading, deflects to form a
39.
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is
40.
In a doubly-reinforced beam if c and t are stresses in concrete and tension reinforcement, d is the effective depth and n is depth of critical neutral axis n, the following relationship holds good
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