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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

Quarter span
Supports
Mid span
Every section

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept uniform throughout
Increased gradually towards the edge
Decreased gradually towards the edge
Kept zero at the edge

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/4th of the span
1/7th of the span
1/5th of the span
1/6th of the span

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is unsafe in shear
Is safe in shear
Needs redesigning
Is over safe in shear

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 1/2 of rib depth
1/2 to 3/4 of rib depth
1/3 to 2/3 of rib depth
1/7 to 1/3 of rib depth

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

30
40
45
35

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