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RCC Structures Design

RCC Structures Design
A flat slab is supported

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

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

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

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

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

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RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Circular
Square
Octagonal

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups
Needs revision of section
Is safe in shear
Is safe with stirrups and inclined bars

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Minimum shear force
Minimum bending moment
Maximum shear force

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