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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

Supports
Quarter span
Every section
Mid span

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

20 %
25 %
10 %
15 %

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Decreased towards the centre of the beam
Increased at the centre of the beam
Kept constant throughout the length
Increased at the ends

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 a
D = 0.775 a²
D = 0.775 √a
D = 0.0775 a

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(1 - C) mf - eE
(C - 1) mf + eE
(C - 1) mf - eE
(1 - C) mf + eE

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

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

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