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 9 of 25

Discover more Topics under Civil Engineering

Q81.
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
Q82.
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
Q83.
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
Q84.
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
Q85.
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
Q86.
If the modular ratio is m, steel ratio is r and overall depth of a beam is d, the depth of the critical neutral axis of the beam, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q87.
f l1 and l2 are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w1 and w2 acting on strips parallel to l2 and l1 is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Q88.
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q89.
Cantilever retaining walls can safely be used for a height not more than

a.

3 m

b.

4 m

c.

5 m

d.

6 m

Discuss
Answer: (d).6 m
Q90.
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

a.

shear force

b.

area of the section

c.

distance of the C.G. of the area from its neutral axis

d.

moment of the beam section about its neutral axis

Discuss
Answer: (d).moment of the beam section about its neutral axis
Page 9 of 25