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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless
Mild steel
High carbon steel
High tension steel

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/16
WL²/24
WL/8
WL²/47

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups
Needs revision of section
Is safe in shear
Is safe with stirrups and inclined bars

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RCC Structures Design
Pick up the true statement from the following:

All listed here
In the absence of beams, it is easier to install piping
Plain ceiling provides the best property diffusing light
In the absence of beams, it is easier to paint

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

12 legged
6 legged
8 legged
10 legged

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a² - b²)/8a²bq
D = W (a² - b²)/4abq
D = W (a - b)/4a²bq
D = W (a² - b²)/4a²bq

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