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RCC Structures Design

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

75 kg/m²
150 kg/cm²
200 kg/m²
Nil

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RCC Structures Design
A foundation rests on

Sub-grade
Base of the foundation
Both B and C
Foundation soil

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
15 mm
11 mm
10 mm

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

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RCC Structures Design
The minimum head room over a stair must be

210 cm
200 cm
205 cm
230 cm

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

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

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