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 5 of 24

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Q41.
The distance measured along one rivet line from the centre of a rivet to the centre of adjoining rivet on an adjacent parallel rivet line, is called

a.

pitch of rivet

b.

gauge distance of rivet

c.

staggered pitch

d.

all the above

Discuss
Answer: (c).staggered pitch
Q42.
Tongue plates are provided in a steel girder at

a.

the upper flange

b.

the lower flange

c.

the upper end of the web

d.

the upper and lower ends of the web.

Discuss
Answer: (d).the upper and lower ends of the web.
Q43.
The permissible stress in bending for rolled steel I-beams and channels, is

a.

1500 kg/cm²

b.

1575 kg/cm²

c.

945 kg/cm²

d.

1650 kg/cm²

Discuss
Answer: (d).1650 kg/cm²
Q44.
Column footing is provided

a.

to spread the column load over a larger area

b.

to ensure that intensity of bearing pressure between the column footing and soil does not exceed permissible bearing capacity of the soil

c.

to distribute the column load over soil through the column footing

d.

all the above.

Discuss
Answer: (d).all the above.
Q45.
Pick up the correct statement from the following:

a.

When the gauge distance is larger than the pitch, the failure of the section may occur in a zig-zag line

b.

When the gauge distance is smaller than the pitch, the failure of the section may occur in a straight right angle section through the centre of rivet holes

c.

When the gauge distance and pitch are both equal, the failure to the section becomes more likely as the diameter of the holes increases

d.

All the above.

Discuss
Answer: (d).All the above.
Q46.
The ratio of longitudinal stress to strain within eiastic 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: (a).modulus of elasticity
Q47.
Web crippling generally occurs at the point where

a.

bending moment is maximum

b.

shearing force is minimum

c.

concentrated loads act

d.

deflection is maximum

Discuss
Answer: (c).concentrated loads act
Q48.
Pick up the incorrect statement from the following:

a.

The nominal diameter of a rivet is its diameter before driving

b.

The gross diameter of a rivet is the diameter of rivet hole

c.

The gross area of a rivet is the cross-sectional area of the rivet hole

d.

The diameter of a rivet hole is equal to the nominal diameter of the rivet plus 1.5 mm

Discuss
Answer: (d).The diameter of a rivet hole is equal to the nominal diameter of the rivet plus 1.5 mm
Q49.
The allowable stress in axial tension for rolled I-sections and channels, is taken as

a.

1420 kg/cm²

b.

1500 kg/cm²

c.

2125 kg/cm²

d.

1810 kg/cm²

Discuss
Answer: (b).1500 kg/cm²
Q50.
When a tension member is made of four angles with a plate as a web, the allowance for holes is made as

a.

two holes for each angle and one hole for the web

b.

one hole for each angle and one hole for the web

c.

one hole for each angle and two holes for the web

d.

two holes for each angle and two holes for the web

Discuss
Answer: (c).one hole for each angle and two holes for the web
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