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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
100 cm
50 cm
75 cm

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

6 mm
4 mm
7 mm
5 mm

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

55
50
45
40

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

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

WR²/16
5WR²/16
2WR²/16
3WR²/16

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

150 kg/cm²
Nil
75 kg/m²
200 kg/m²

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