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 2 of 24

Discover more Topics under Civil Engineering

Q11.
In a member subjected to an axial tensile force and bending moment, the maximum allowable stress in axial tension is ft and the maximum allowable bending stress in tension is fht. If ft and fht are their corresponding actual axial tensile and bending stresses, the relationship which holds goods is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q12.
The equivalent axial load is obtained from the formula

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (a).A
Q13.
If p and d are pitch and gross diameter of rivets, the efficiency (ฮท) of the riveted joint, is given by

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q14.
A long plate girder is subjected to a maximum bending moment M in which permitted allowable bending stress is fb. The economical depth de and the thickness of the web tw, is given by

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q15.
In a grillage column footing maximum bending moment M occurs at the centre of grillage beams. Its value is (where P, L and a are axial load, length of the beam and length of the column base respectively).

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q16.
If f is the maximum allowable bending stress in a tension member whose radius of gyration is r and depth is 2y, the required cross sectional area A is given by

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (a).A
Q17.
For eccentrically loaded columns, the bending factor is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q18.
Number of rivets required in a joint, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Q19.
If d is the clear depth of a plate girder, t is the minimum required thickness of the web, C is the maximum clear distance between vertical stiffeners, the moment of inertia of a pair of stiffeners about the centre line of the web, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (a).A
Q20.
In a built up beam actual bending compressive stress fbc is given by (when y1 is the distance of the edge of the beam from the neutral axis).

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (a).A
Page 2 of 24