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RCC Structures Design

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

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

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No decay due to termites
All of these
No restriction on length
Higher bearing capacity

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.0775 aP
D = 0.00775 aP
D = 0.07775 aP
D = 0.775 Pa

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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 zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

45°
60°
None of these
30°

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RCC Structures Design
A flat slab is supported

On beams
On beams and columns
On columns
On columns monolithically built with slab

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