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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2300 kg/m³
2200 kg/m³
2400 kg/m³
2500 kg/m³

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

None of these
60°
45°
30°

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

2WR²/16
WR²/16
3WR²/16
Zero

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

4d
12d
16d
8d

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

40
55
45
50

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Width/(Lever arm × Shear force)
(Shear force × Width)/Lever arm
Shear force/(Lever arm × Width)
Lever arm/(Shear force × Width)

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