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RCC Structures Design

RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Five times
Three times
Two times
Four times

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

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
6 cm to 7.5 cm
8 cm to 10 cm
12 cm to 15 cm

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

30 bar diameters
24 bar diameters
36 bar diameters
18 bar diameters

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Area of the section
Shear force
Moment of the beam section about its neutral axis
Distance of the C.G. of the area from its neutral axis

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

10
15
25
20

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