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.
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Q32.
If p is the net upward pressure on a square footing of side b for a square column of side a, the maximum bending moment is given by

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q33.
If the tendon is placed at an eccentricity e below the centroidal axis of the lon-gitudial axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q34.
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and ฯƒc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Q35.
If W is the load on a circular slab of radius R, the maximum radial moment at the centre of the slab, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q36.
A pile weighing W1 kg penetrates S metres with its last blow. If W2 is the weight of the hammer having a drop of H metres, the pile can carry a maximum external load

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q37.
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
Q38.
If p1 and p2 are mutually perpendicular principal stresses acting on a soil mass, the normal stress on any plane inclined at angle ฮธ° to the principal plane carrying the principal stress p1, is :

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q39.
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
Q40.
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
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