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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm
30 cm
20 cm
40 cm

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

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

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

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Smaller of 25 mm or diameter
Greater of 40 mm or diameter
Greater of 25 mm or diameter
Smaller of 40 mm or diameter

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-half lever arm of the section
One-third lever arm of the section
Lever arm of the section
One and half lever arm of the section

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

15 mm
5 mm
10 mm
7.5 mm

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