Steel Structure Design MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Steel Structure 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 Steel Structure 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 Steel Structure Design mcq questions that explore various aspects of Steel Structure Design problems. Each MCQ is crafted to challenge your understanding of Steel Structure 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 Steel Structure 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 Steel Structure 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 Steel Structure Design knowledge to the test? Let's get started with our carefully curated MCQs!

Steel Structure Design MCQs | Page 1 of 24

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Q1.
The critical stress on a column for elastic buckling given by Euler's formula, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (a).A
Q2.
If the moment of inertia of a section about its axis is I and its effective sectional area is A, its radius of gyration r about the axis, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q3.
The critical load for a column of length I hinged at both ends and having flexural rigidity El, is given by

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (a).A
Q4.
Slenderness ratio of a compression member is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q5.
The equivalent axial tensile load Pe, which produces an average axial tensile stress in the section equivalent to the combined stress due to axial tension P and bending M, at the extreme fibre of the section, is given by (where Z is the section modulus of the section).

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (a).A
Q6.
The area Ap of cover plates in one flange of a built up beam, is given by

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Q7.
If flexural rigidity of a column whose length is L and the loaded end is free, is El, the critical load will be

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q8.
In a tension member if b is width of plate, t is thickness of plate, p is staggered pitch, g is gauge distance, n is number of rivet holes in zig-zag line, n is number of gauge spaces, d is gross diameter of rivets, then the net sectional area Anet of the plate, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q9.
An axial loaded column is supported on a slab base whose projection is 8 cm. If the intensity of pressure from concrete is 40 kg/cm² and allowable bending stress in slab base is 1890 kg/cm², the thickness (t) of the slab base, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q10.
If P is the load applied to a bracket with an eccentricity e, the resisting moment F exerted by a rivet at a distance rn from the centre of gravity, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
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