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RCC Structures Design

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

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

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

3WR²/16
WR²/16
None of these
2WR²/16

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.18 %
0.12 %
0.10 %
0.15 %

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

12 cm
10 cm
6 cm
8 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

4 mm
7 mm
6 mm
5 mm

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is unsafe in shear
Needs redesigning
Is safe in shear
Is over safe in shear

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