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RCC Structures Design

RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

2WR²/16
WR²/16
3WR²/16
5WR²/16

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C²
2800/3C
2800/C
2300/2C

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

7.5
5.8
8.5
0.87

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Load of the surcharge, if any
All listed here
Weight of the soil above it
Its own weight

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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

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

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RCC Structures Design
A foundation rests on

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

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