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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

50 cm
75 cm
120 cm
100 cm

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

6 mm
7 mm
5 mm
4 mm

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

35
25
20
30

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RCC Structures Design
The advantage of reinforced concrete, is due to

Economy because of less maintenance cost
Monolithic character
All listed here
Fire-resisting and durability

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

8 legged
12 legged
10 legged
6 legged

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

4,120 kg
None of these
41,200 kg
412,000 kg

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