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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

4 %
1
6
0.15 %

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

Least of the above
One-sixth of the effective span
Breadth of the rib + half clear distance between ribs
Breadth of the rib + four times thickness of the slab

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

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RCC Structures Design
A foundation is called shallow if its depth, is

One-fourth of its width
Half of its width
Three-fourth of its width
Equal to its width

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/2
h/3
h/4
2h/3

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

50 cm
200 cm
150 cm
100 cm

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