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RCC Structures Design

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

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

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RCC Structures Design
The effective span of a simply supported slab, is

Distance between the centers of the bearings
None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall
Clear span plus effective depth of the slab

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

6 mm
8 mm
12 mm
10 mm

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

30
40
45
35

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

200 kg/m²
150 kg/cm²
75 kg/m²
Nil

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

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

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