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 17 of 24

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Q161.
A single angle in tension is connected by one leg only. If the areas of connecting and outstanding legs are respectively a and b, net effective area of the angle, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q162.
The central deflection of a simply supported steel beam of length L with a concentrated load W at the centre, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q163.
If L is the overall length of a combined footing having A as its area, d being the distance between the centre of gravity of the base and centre of the base, the larger width b is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q164.
If fbt and fc are the co-existent bending tensile stress and shear stress in a member, the equivalent stress fc is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q165.
When a column is subjected to eccentric load having eccentricity ex, with respect to x-axis and eccentricity ey with respect to y-axis the column is subjected to moment in two directions and the equivalent axial load, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (a).A
Q166.
The value of f.o.s 'm' in the formula for safe compressive stress for a column is taken as

a.

1.5

b.

1.6

c.

1.68

d.

1.88

Discuss
Answer: (c).1.68
Q167.
According to I.S. : 800 - 1871, lacing bars resist transverse shear equal to

a.

1.0% of the axial load

b.

2.0% of the axial load

c.

2.5% of the axial load

d.

3.0% of the axial load

Discuss
Answer: (c).2.5% of the axial load
Q168.
The greatest permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to

a.

180 t

b.

220 t

c.

230 t

d.

270 t

Discuss
Answer: (d).270 t
Q169.
As per ISI, rolled steel beam sections are classified into

a.

two series

b.

three series

c.

four series

d.

five series.

Discuss
Answer: (d).five series.
Q170.
Water pressure in a 80 cm water main is 10 kg/cm². The minimum thickness of the metal required for the water main, not to be stressed more than 200 kg/cm², is

a.

1 cm

b.

1.5 cm

c.

2 cm

d.

2.5 cm

Discuss
Answer: (c).2 cm
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