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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm
6 mm
7 mm
4 mm

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

10 mm
7.5 mm
5 mm
15 mm

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RCC Structures Design
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

wh (1 - tan φ)/(1 + tan φ)
w (1 - cos φ)/h (1 + sin φ)
wh (1 - sin φ)/(1 + sin φ)
wh (1 - cos φ)/(1 + sin φ)

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Decreased gradually towards the edge
Kept uniform throughout
Increased gradually towards the edge

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
50
30
56

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

150 cm
200 cm
300 cm
100 cm

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