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 7 of 24

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Q61.
Live load

a.

varies in magnitude

b.

varies in position

c.

is expressed as uniformly distributed load

d.

All the above.

Discuss
Answer: (d).All the above.
Q62.
The most economical section for a column, is

a.

rectangular

b.

solid round

c.

flat strip

d.

tubular section

Discuss
Answer: (d).tubular section
Q63.
If the depth of two column sections are equal, then the column splice is provided

a.

with filler plates

b.

with bearing plates

c.

with filler and hearing plates

d.

none of these.

Discuss
Answer: (d).none of these.
Q64.
The distance between e.g. of compression and e.g. of tension flanges of a plate girder, is known as

a.

overall depth

b.

clear depth

c.

effective depth

d.

none of these.

Discuss
Answer: (c).effective depth
Q65.
The effective length of a compression member of length L held in position and restrained in direction at one end and effectively restrained in direction but not held in position at the other end, is

a.

L

b.

0.67 L

c.

0.85 L

d.

1.5 L

Discuss
Answer: (a).L
Q66.
The ratio of shearing stress to shearing strain within elastic limit, is known as

a.

modulus of elasticity

b.

shear modulus of elasticity

c.

bulk modulus of elasticity

d.

tangent modulus of elasticity

Discuss
Answer: (b).shear modulus of elasticity
Q67.
For determination of allowable stress in axial compression, Indian Standard Institution has adopted

a.

Euler's formula

b.

Rankine formula

c.

Engesser formula

d.

Secant formula

Discuss
Answer: (d).Secant formula
Q68.
The method of design of steel framework for greatest rigidity and economy in weight, is known as

a.

simply design

b.

semi-rigid design

c.

fully rigid design

d.

none of these.

Discuss
Answer: (c).fully rigid design
Q69.
If the pitch is 6 cm and rivet value is 4 tonnes, the number of rivets required for a riveted connection carrying an eccentric load of 15 tonnes at a distance of 30 cm from the centre line, is

a.

6

b.

8

c.

10

d.

12

Discuss
Answer: (b).8
Q70.
Pick up the correct statement from the following:

a.

Vertical stiffeners may be placed in pairs one on each side of the web

b.

Single vertical stiffeners may be placed alternately on opposite sides of the web

c.

Horizontal stiffeners may be placed in pairs one on each side of the web

d.

All the above.

Discuss
Answer: (d).All the above.
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