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RCC Structures Design - Section 1

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  • RCC Structures Design - Section 1
Directions to Solve

This is a section which is filled with RCC Structures Design and this is
the part of this civil engineering. You can solve all the MCQs based on this topic.

1. 

High strength concrete is used in prestressed member

A. to overcome high bearing stresses developed at the ends
B. to ovecome bursting stresses at the ends
C. to provide high bond stresses
D. to overcome cracks due to shrinkage
E. all the above.

Answer: Option E

Explanation:

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2. 

The effective width of a column strip of a flat slab, is

A. one-fourth the width of the panel
B. half the width of the panel
C. radius of the column
D. diameter of the column
E. none of these.

Answer: Option B

Explanation:

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3. 

In a prestressed beam carrying an external load W with a bent tendon is having angle of inclination θ and prestressed load P. The net downward load at the centre is

A. W - 2P cos θ
B. W - P cos θ
C. W - P sin θ
D. W - 2P sin θ
E. W + 2P sin θ

Answer: Option D

Explanation:

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4. 

If k is wobble correction factor, μ is coefficient of friction between the duct surface and the curve of tendon of radius R, the tension ratio at a distance x from either end, is

A. 87-13-216-1
B. 87-13-216-2
C. 87-13-216-3
D. 87-13-216-4
E. 87-13-216-5

Answer: Option C

Explanation:

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5. 

If T and R are tread and rise respectively of a stair, then

A. 2R + T = 60
B. R + 2T = 60
C. 2R + T = 30
D. R + 2T= 30
E. 3R + 27 = 30

Answer: Option A

Explanation:

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6. 

A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

A. 2.5
B. 2.0
C. less than 2
D. less than 2.5

Answer: Option D

Explanation:

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7. 

The percentage of minimum reinforcement of the gross sectional area in slabs, is

A. 0.10%
B. 0.12%
C. 0.15%
D. 0.18%
E. 0.20%

Answer: Option C

Explanation:

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8. 

If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

A. 40
B. 45
C. 50
D. 55
E. 60

Answer: Option D

Explanation:

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