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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

50 cm
75 cm
120 cm
100 cm

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

None of these
Remains below the slab
Coincides the geometrical centre of the beam
Remains within the flange

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

bn (fc/2) (d - n/3)
All listed here
½ n₁ (1 - n₁/3) cbd²
Atft (d - n/3)

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Minimum shear force
Minimum bending moment
Maximum shear force

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

8 mm
10 mm
6 mm
12 mm

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

One-fourth the distance of projection
0.1 L from the outer edge of column
Half the distance of projection
0.1 L from the centre edge of column

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