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 14 of 24

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Q131.
Bulb angles are used in

a.

column building

b.

bridge building

c.

ship building

d.

water tank building.

Discuss
Answer: (c).ship building
Q132.
Effective sectional area of a compression member is :

a.

gross sectional area - area of rivet hole

b.

gross sectional ares + area of rivet hole

c.

gross sectional ares x area of rivet hole

d.

gross sectional ares + area of rivet hole.

Discuss
Answer: (a).gross sectional area - area of rivet hole
Q133.
A fillet weld whose axis is parallel to the direction of the applied load, is known as

a.

diagonal filler weld

b.

end fillet weld

c.

side fillet weld

d.

all the above.

Discuss
Answer: (c).side fillet weld
Q134.
Assuming the values of maximum deviation ฮ”P and ฮ”E to be 25% of the computed value of P and E respectively, the minimum value of the factor of safety is

a.

1.00

b.

0.67

c.

1.67

d.

2.67

Discuss
Answer: (c).1.67
Q135.
In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom of a plate girder, is known as

a.

overall depth

b.

clear depth

c.

effective depth

d.

none of these.

Discuss
Answer: (b).clear depth
Q136.
Rolled steel angle sections are classified as

a.

equal angles

b.

unequal angles

c.

bulb angles

d.

all the above.

Discuss
Answer: (d).all the above.
Q137.
Factor of safety is the ratio of

a.

yield stress to working stress

b.

tensile stress to working stress

c.

compressive stress to working stress

d.

bearing stress to working stress

Discuss
Answer: (a).yield stress to working stress
Q138.
If W and L are the total superimposed load and the span of a plate girder in metres, the approximate self weight (W) of the girder, is taken as

a.

M = WL/100

b.

M = WL/200

c.

M = WL/300

d.

M = WL/400

Discuss
Answer: (c).M = WL/300
Q139.
The ratio of the span L of the filler joists to the depth d from the under side of the joist to the top of the structural concrete, should not exceed

a.

60

b.

45

c.

35

d.

25

Discuss
Answer: (c).35
Q140.
The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections and channels on the effective section, is

a.

1500 kg/cm²

b.

1420 kg/cm²

c.

1650 kg/cm²

d.

2285 kg/cm²

Discuss
Answer: (c).1650 kg/cm²
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