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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Four times
Five times
Six times
Three times

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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
30
35

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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

45°
60°
None of these
30°

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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

30 cm
20 cm
75 cm
40 cm

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/60
WL²/90
WL²/30
WL²/15

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

15 mm
12 mm
10 mm
11 mm

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