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RCC Structures Design

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

205 cm
210 cm
230 cm
200 cm

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

20 %
40 %
50 %
10 %

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

Least of the above
Breadth of the rib + half clear distance between ribs
One-sixth of the effective span
Breadth of the rib + four times thickness of the slab

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

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

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span and fixed support
Mid span
Free end
Fixed end

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RCC Structures Design
The effective span of a simply supported slab, is

Clear distance between the inner faces of the walls plus twice the thickness of the wall
Clear span plus effective depth of the slab
Distance between the centers of the bearings
None of these

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