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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

All listed here
30°
40°
45°

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

28 d
48 d
38 d
58 d

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile edge
Neutral axis of the beam
Tensile reinforcement
Longitudinal central axis

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 60
R + 2T= 30
2R + T = 30
R + 2T = 60

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RCC Structures Design
A ribbed slab is provided for

All of these
Acoustic insulation
A plain ceiling
Thermal insulation

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p²
8hp/l
8hl/p
8hp/l²

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