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
41.
For M 150 grade concrete (1:2:4) the moment of resistance factor is
42.
For a ribbed slab
43.
A pile weighing W1 kg penetrates S metres with its last blow. If W2 is the weight of the hammer having a drop of H metres, the pile can carry a maximum external load
44.
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is
45.
The neutral axis of a T-beam exists
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