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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

50
30
56
40

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/15th of span
1/20th of span
1/30th of span
1/25th of span

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/5th of the span
1/6th of the span
1/4th of the span
1/7th of the span

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

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

Square
Square with corners chamfered
Circular
Octagonal

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

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

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