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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

55
40
50
45

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/8th of the span
1/10th of the span
1/16th of the span
1/12th of the span

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum shear force
Maximum bending moment
Maximum shear force
Minimum bending moment

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

5 m
4 m
3 m
6 m

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r/1 + r²) M
(5/6) (r²/1 + r⁴) M
(5/6) (r²/1 + r³) M
(5/6) (r²/1 + r²) M

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

55°
25°
35°
45°

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