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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

5.8
8.5
7.5
0.87

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

6 mm
10 mm
12 mm
8 mm

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Creep of concrete
All of the listed here
Elastic shortening of concrete
Shrinkage of concrete

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RCC Structures Design
The effective width of a column strip of a flat slab, is

One-fourth the width of the panel
Radius of the column
Diameter of the column
Half the width of the panel

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

Higher bearing capacity
No decay due to termites
All of these
No restriction on length

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l²
8hl/p²
8hl/p
8hp/l

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