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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm
6 mm
7 mm
4 mm

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Five times
Three times
Two times
Four times

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

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RCC Structures Design
A flat slab is supported

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

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.107 L
0.307 L
0.407 L
0.207 L

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete only
High strength concrete and high tensile steel
Low strength concrete but high tensile steel

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