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RCC Structures Design

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

5
3
1
2

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RCC Structures Design
The width of the flange of a T-beam should be less than

One-third of the effective span of the T-beam
Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab
Least of the above

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Dowel splice
Hooked splice
Straight bar splice
All listed here

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RCC Structures Design
A pre-cast pile generally used, is

Octagonal
Square with corners chamfered
Circular
Square

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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

5 cm
20 cm
10 cm
15 cm

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

2.0 times the average
1.25 times the average
1.75 times the average
1.50 times the average

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