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RCC Structures Design

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

40
30
56
50

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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
100 cm
300 cm
200 cm

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 1/2 of rib depth
1/2 to 3/4 of rib depth
1/7 to 1/3 of rib depth
1/3 to 2/3 of rib depth

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/4P
WL/2P
WL/3P
WL/P

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

40 %
10 %
20 %
50 %

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

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

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