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RCC Structures Design

RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 3/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 2/qmax)

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

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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

Under-reinforced section
Economic section
Critical section
Over reinforced section

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Elastic shortening of concrete
All of the listed here
Shrinkage of concrete
Creep of concrete

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

Supports
Mid span
Every section
Quarter span

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