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 1 of 25

Q1.
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q2.
In a beam the local bond stress Sb, is equal to

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (a).A
Q3.
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Q4.
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.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q5.
With usual notations the depth of the neutral axis of a balanced section, is given by

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Q6.
The width of the rib of a T-beam, is generally kept between

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Q7.
If bending moment is M, shear force is F effecive depth is d, lever arm is la area of reinforcement is As and sum of the circumferences of main reinforcement is 0, the bond stress based on working stress method, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (a).A
Q8.
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q9.
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q10.
The depth of the centre of gravity (y) of the resultant compressive stress from the compression edge of the T-beam specified in Q. 13.52 is given by

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Page 1 of 25