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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Diagonal tension
Diagonal compression
Vertical shear

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

None of these
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

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Area of the section
Shear force
Distance of the C.G. of the area from its neutral axis
Moment of the beam section about its neutral axis

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

49.9 kg/cm²
175 kg/cm²
100 kg/cm²
250 kg/cm²

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be uniform
Be zero at the centre of the foundation
Be more at the edges of the foundation
Not be uniform

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

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