RCC Structures Design MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on RCC Structures Design, a fundamental topic in the field of Civil Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our RCC Structures Design MCQs are designed to help you grasp the core concepts and excel in solving problems.

In this section, you'll find a wide range of RCC Structures Design mcq questions that explore various aspects of RCC Structures Design problems. Each MCQ is crafted to challenge your understanding of RCC Structures Design principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Civil Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our RCC Structures Design MCQs are your pathway to success in mastering this essential Civil Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of RCC Structures Design. You can click on an option to test your knowledge before viewing the solution for a MCQ. Happy learning!

So, are you ready to put your RCC Structures Design knowledge to the test? Let's get started with our carefully curated MCQs!

RCC Structures Design MCQs | Page 4 of 25

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Q31.
If W is the uniformly distributed load on a circular slab of radius R fixed at its ends, the maximum positive radial moment at its centre, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q32.
If p1 and p2 are mutually perpendicular principal stresses acting on a soil mass, the normal stress on any plane inclined at angle θ° to the principal plane carrying the principal stress p1, is :

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q33.
If the neutral axis of a T-beam is below the slab, the relationship between the flange width B, depth of neutral axis n, thickness of the slab ds, effective depth of the beam d, gross area of tensile steel At and the modular ratio m may be stated as

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q34.
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

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q35.
Based on punching shear consideration, the overall depth of a combined footing under a column A, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q36.
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

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Q37.
If the length of a combined footing for two columns l metres apart is L and the projection on the left side of the exterior column is x, then the projection y on the right side of the exterior column, in order to have a uniformly distributed load, is (where x is the distance of centre of gravity of column loads).

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Q38.
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the prestressed beam is L, the upward uniform pressure will be

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q39.
Total pressure on the vertical face of a retaining wall of height h per unit run exerted by the retained earth weighing w per unit volume, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q40.
If A is the area of the foundation of a retaining wall carrying a load W and retaining earth of weight w per unit volume, the minimum depth (h) of the foundation from the free surface of the earth, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
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