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 20 of 24

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Q191.
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.
Q192.
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
Q193.
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
Q194.
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
Q195.
The beam outside a wall upto floor level above it, is known as

a.

rafter

b.

purlin

c.

spandrel beam

d.

lintel

Discuss
Answer: (c).spandrel beam
Q196.
A structural member subjected to tensile force in a direction parallel to its logitudinal axis, is generally known as

a.

a tie

b.

a tie member

c.

a tension member

d.

all the above.

Discuss
Answer: (d).all the above.
Q197.
For the economical design of a combined footing to support two equal column loads, the projections of beams in lower tier are kept such that bending moment under column is equal to

a.

bending moment at the centre of the beam

b.

half the bending moment at the centre of the beam

c.

twice the bending moment at the centre of the beam

d.

none of these.

Discuss
Answer: (a).bending moment at the centre of the beam
Q198.
In rolled steel beams, shear force is mostly resisted by

a.

web only

b.

flanges only

c.

web and flanges together

d.

none of these.

Discuss
Answer: (a).web only
Q199.
When plates are exposed to weather, tacking rivets are provided at a pitch in line not exceeding (where t is the thickness of the outside plate).

a.

8 t

b.

16 t

c.

24 t

d.

32 t

Discuss
Answer: (b).16 t
Q200.
The greatest gauge of long rivets should not exceed (where d is the diameter of the holes).

a.

2 d

b.

4 d

c.

6 d

d.

8 d

Discuss
Answer: (d).8 d
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