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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Zero
2WR²/16
3WR²/16
WR²/16

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Raft
Footing
Strip
Strap

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

36 mm diameter
18 mm diameter
24 mm diameter
30 mm diameter

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl24
wl28
wl210
wl212

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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

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

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept uniform throughout
Decreased gradually towards the edge
Kept zero at the edge
Increased gradually towards the edge

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