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RCC Structures Design

RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.5 × 10⁻⁵
3.0 × 10⁻⁵
3.0 × 10⁻²
3.0 × 10⁻³

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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

Mid span
Quarter span
Supports
Every section

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

5.8
7.5
0.87
8.5

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

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

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RCC Structures Design
A very comfortable type of stairs is

Straight
Geometrical
Dog legged
Open newel

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