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RCC Structures Design

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

75 kg/m²
200 kg/m²
150 kg/cm²
Nil

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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

40
35
30
25

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

15 cm
10 cm
5 cm
20 cm

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains within the flange
Remains below the slab
None of these
Coincides the geometrical centre of the beam

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Seven times the diameter
Four times the diameter
Twice the diameter
Thrice the diameter

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

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

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