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RCC Structures Design

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Quarter span
Supports
Mid span

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

25 mm
20 mm
15 mm
10 mm

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends
To overcome high bearing stresses developed at the ends
All listed here
To provide high bond stresses

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
One diameter
3 diameters
2.5 diameters

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A rib
A key
A cut-off wall
All listed here

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

40
35
30
50

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