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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2500 kg/m³
2400 kg/m³
2200 kg/m³
2300 kg/m³

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/6
b/5
b/4
b/3

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

30
25
20
35

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d
d + n/3
d - n/3
n

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

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

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Rectangular
Trapezoidal
Square
Triangular

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