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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

50
35
30
40

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

38 cm
40 cm
39 cm
37 cm

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

22 mm
20 mm
6 mm
12 mm

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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/6
WL/8
WL/2
WL/4

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

40 cm
20 cm
75 cm
30 cm

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Circular columns is 6
Rectangular columns is 4
All listed here
Octagonal columns is 8

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