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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

10 legged
8 legged
12 legged
6 legged

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RCC Structures Design
The advantage of reinforced concrete, is due to

Economy because of less maintenance cost
Monolithic character
Fire-resisting and durability
All listed here

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r⁴) M
(5/6) (r²/1 + r²) M
(5/6) (r²/1 + r³) M
(5/6) (r/1 + r²) M

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RCC Structures Design
Post tensioning system

Is economical for large spans and is adopted now a days
Is not economical and hence not generally used
None of these
Was widely used in earlier days

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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/4
b/6
b/5
b/3

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3 diameters
3.5 diameters
One diameter
2.5 diameters

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