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RCC Structures Design

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

10 mm
15 mm
25 mm
20 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

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

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RCC Structures Design
The Young's modulus of elasticity of steel, is

200 KN/mm²
150 KN/mm²
275 KN/mm²
250 KN/mm²

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

20 kg/cm²
10 kg/cm²
15 kg/cm²
25 kg/cm²

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

None of these
30°
60°
45°

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

n
d - n/3
d + n/3
d

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