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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
75 kg/m²
200 kg/m²
150 kg/cm²

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
6 cm to 7.5 cm
12 cm to 15 cm
8 cm to 10 cm

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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

WR²/16
2WR²/16
3WR²/16
Zero

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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

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

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Four times the diameter
Thrice the diameter
Seven times the diameter
Twice the diameter

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