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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

35
50
40
30

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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
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

10 legged
8 legged
6 legged
12 legged

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

12 mm
20 mm
6 mm
22 mm

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Distribute the load
Resist the shrinkage stress
Resist the temperature stresses
All of these

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

16
12
8
10

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