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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm
15 mm
12 mm
11 mm

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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

150 cm
50 cm
200 cm
100 cm

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

5.8
7.5
0.87
8.5

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

35
25
30
40

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

75 kg/m³
150 kg/m²
200 kg/cm²
Nil

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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

0.5
0.7
0.6
0.4

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