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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7
0.2
0.9
0.8

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

√(R² + T²)
R + T
T - R
R - T

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
30 cm
40 cm
75 cm

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.75 times the average
1.50 times the average
2.0 times the average
1.25 times the average

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RCC Structures Design
An under-reinforced section means

Steel provided on one face only
Steel is provided at the underside only
Steel will yield first
Steel provided is insufficient

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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
60°
45°
30°

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