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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

Mid span
Supports
Quarter span
Every section

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight above centroidal axis
Parabolic with convexity upward
Parabolic with convexity downward
Straight below centroidal axis

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RCC Structures Design
The advantage of reinforced concrete, is due to

All listed here
Fire-resisting and durability
Economy because of less maintenance cost
Monolithic character

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

56
50
40
30

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Over reinforced section
Economic section
Critical section
Under-reinforced section

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

20 cm
5 cm
10 cm
15 cm

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