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 18 of 24

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Q171.
Stiffeners are used in a plate girder

a.

to reduce the compressive stress

b.

to reduce the shear stress

c.

to take the bearing stress

d.

to avoid bulking of web plate.

Discuss
Answer: (d).to avoid bulking of web plate.
Q172.
The channels get twisted symmetrically with regard to its axis

a.

parallel to flanges

b.

parallel to web

c.

perpendicular to flanges

d.

perpendicular to web.

Discuss
Answer: (b).parallel to web
Q173.
The stiff portion of a bearing stiffener is taken equal to

a.

depth of the beam

b.

5/6th depth of the beam

c.

1/5 depth of the beam

d.

3/4 depth of the beam.

Discuss
Answer: (d).3/4 depth of the beam.
Q174.
Effective length of a column effectively held in position at both ends and restrained in direction at one end, is

a.

L

b.

0.67 L

c.

0.85 L

d.

1.5 L

Discuss
Answer: (c).0.85 L
Q175.
The strength of ISA 125 = 75 x 10 mm used as a tie member with its longer leg connected at the ends by 27 mm diameter rivets, is

a.

26,000 kg

b.

26,025 kg

c.

26,050 kg

d.

26,075 kg

Discuss
Answer: (d).26,075 kg
Q176.
Cold driven rivets range from

a.

6 to 10 mm in diameter

b.

10 to 16 mm in diameter

c.

12 to 22 mm in diameter

d.

22 to 32 mm in diameter

Discuss
Answer: (c).12 to 22 mm in diameter
Q177.
The main type of butt joints, is a double cover

a.

shear riveted joint

b.

chain riveted joint

c.

zig-zag riveted joint

d.

all the above.

Discuss
Answer: (d).all the above.
Q178.
Outstanding length of a compression member consisting of a channel, is measured as

a.

half of the nominal width

b.

nominal width of the section

c.

from the edge to the first row of rivets

d.

none of these.

Discuss
Answer: (b).nominal width of the section
Q179.
The equivalent axial load may be defined as the load which produces a stress equal to

a.

maximum stress produced by the eccentric load

b.

maximum stressed fibre

c.

bending stress

d.

none of these.

Discuss
Answer: (a).maximum stress produced by the eccentric load
Q180.
If d is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than

a.

d but not less than 0.20 d

b.

1.25 d but not less than 0.33 d

c.

1.5 d but not less than 0.33 d

d.

2.0 d but not less than 0.50 d

Discuss
Answer: (c).1.5 d but not less than 0.33 d
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