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RCC Structures Design

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
20 cm
5 cm

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

All of these
No decay due to termites
Higher bearing capacity
No restriction on length

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Shear force
Distance of the C.G. of the area from its neutral axis
Area of the section
Moment of the beam section about its neutral axis

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Load
All listed here
Temperature stress
Shrinkage stress

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/6th of the span
1/5th of the span
1/7th of the span
1/4th of the span

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