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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
3 m
5 m
6 m

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/4
WL/8
WL/6
WL/2

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

All of the listed here
Overall thickness of the rib
Centre to centre distance between T-beams
Breadth of the rib

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

200 cm
50 cm
150 cm
100 cm

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

7.5 mm
10 mm
5 mm
15 mm

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RCC Structures Design
A pre-cast pile generally used, is

Square
Square with corners chamfered
Octagonal
Circular

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