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RCC Structures Design

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/2
h/4
2h/3
h/3

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

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

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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
75 cm
40 cm
20 cm

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the span length
5.0 cm larger than the diameter of the column
4.0 cm larger than the diameter of the column
0.25 times the diameter of the column

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RCC Structures Design
The minimum thickness of a flat slab is taken

All listed here
L/32 for end panels without drops
L/36 for interior panels without drop
L/36 for end panels without drops

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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

None of these
WR²/16
3WR²/16
2WR²/16

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