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RCC Structures Design

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

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

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

41,200 kg
4,120 kg
None of these
412,000 kg

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

40
50
35
30

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Over reinforced section
Critical section
Under-reinforced section
Economic section

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

3 cm to 5 cm
8 cm to 10 cm
12 cm to 15 cm
5 cm to 8 cm

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

150 cm
300 cm
200 cm
100 cm

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