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RCC Structures Design

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Drop panel
Column head
Capital

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

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

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

25 mm
15 mm
10 mm
20 mm

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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
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is over safe in shear
Is unsafe in shear
Needs redesigning
Is safe in shear

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

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

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