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RCC Structures Design

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.6
0.7
0.5
0.4

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

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

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
12
16
8

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Diagonal tension
Diagonal compression
Vertical shear

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2
Less than 2.5
Less than 2
2.5

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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

50 cm
100 cm
150 cm
200 cm

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