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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
16
8
10

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

4 cm
12 cm
8 cm
6 cm

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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
45
40
35

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

200 kg/cm²
Nil
150 kg/m²
75 kg/m³

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

mc/t = n/(d - n)
mc/t = (d - n)/t
(t + c)/n = (d + n)/n
(m + c)/t = n/(d + n)

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

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

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