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RCC Structures Design

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

5 cm to 8 cm
3 cm to 5 cm
8 cm to 10 cm
12 cm to 15 cm

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

200 kg/cm²
75 kg/m³
150 kg/m²
Nil

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

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

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

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

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.0
3.0
1.5
2.0

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RCC Structures Design
A foundation is called shallow if its depth, is

Three-fourth of its width
One-fourth of its width
Half of its width
Equal to its width

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