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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2500 kg/m³
2300 kg/m³
2400 kg/m³
2200 kg/m³

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Breadth of the rib
All of the listed here
Centre to centre distance between T-beams
Overall thickness of the rib

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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:

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

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl210
wl212
wl24
wl28

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A key
A rib
All listed here
A cut-off wall

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

20 kg/cm²
25 kg/cm²
15 kg/cm²
10 kg/cm²

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