Civil Engineering - RCC Structures Design
Exercise : RCC Structures Design - Section 2
- 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.
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than
42.
If the depth of actual neutral axis of a doubly reinforced beam
43.
The length of the straight portion of a bar beyond the end of the hook, should be at least
44.
A simply supported beam , 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm2, the area of steel required, is
45.
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is
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