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RCC Structures Design

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.7
0.9
0.8
0.6

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

14 mm
12 mm
10 mm
16 mm

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

200 kg/m²
75 kg/m²
150 kg/cm²
Nil

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

49.9 kg/cm²
250 kg/cm²
100 kg/cm²
175 kg/cm²

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P cos θ
W - P cos θ
W - 2P sin θ
W - P sin θ

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

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