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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
25
20
10

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

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RCC Structures Design
A pre-stressed concrete member

Is made of reinforced concrete
Possesses internal stresses
Is made of concrete
Is stressed after casting

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RCC Structures Design
On piles, the drop must be at least

123 cm
80 cm
120 cm
124 cm

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

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

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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

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

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