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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

40
45
55
50

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Four times
Three times
Six times

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is built integrally with the beam
All of the listed here
It is effectively bonded together with the beam
Flange has adequate reinforcement transverse to beam

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RCC Structures Design
A pre-stressed concrete member

Is stressed after casting
Possesses internal stresses
Is made of reinforced concrete
Is made of concrete

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

18 mm diameter
36 mm diameter
30 mm diameter
24 mm diameter

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/2
h/4
h/3
2h/3

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