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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

4 mm
6 mm
5 mm
7 mm

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

35
30
40
50

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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

25
15
10
20

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.25 times the average
2.0 times the average
1.50 times the average
1.75 times the average

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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

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

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 - x/l) + bw
All listed here
K/x (1 + x/d) + bw
Kx (1 + x/l) + bw

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