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RCC Structures Design

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

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

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

16d
12d
4d
8d

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

K/x (1 + x/d) + bw
All listed here
Kx (1 + x/l) + bw
Kx (1 - x/l) + bw

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be more at the edges of the foundation
Be zero at the centre of the foundation
Not be uniform
Be uniform

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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

45°
None of these
30°
60°

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

n
d
d - n/3
d + n/3

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