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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

55
45
40
50

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

6 cm
8 cm
10 cm
12 cm

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

10
15
20
25

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is not cohesive
All listed here
Is free from moisture
Is dry

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 1/2 of rib depth
1/3 to 2/3 of rib depth
1/2 to 3/4 of rib depth
1/7 to 1/3 of rib depth

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight above centroidal axis
Parabolic with convexity downward
Parabolic with convexity upward
Straight below centroidal axis

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