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RCC Structures Design

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

40
50
35
30

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

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

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

16 mm
14 mm
12 mm
10 mm

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/P
WL/2P
WL/3P

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RCC Structures Design
The steel generally used in R.C.C. work, is

High tension steel
Mild steel
High carbon steel
Stainless

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RCC Structures Design
The width of the flange of a T-beam should be less than

One-third of the effective span of the T-beam
Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab
Least of the above

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