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.
If R is the reaction on the bearing plate, the minimum moment of. inertia of the bearing stiffener provided at the support of a plate girder of overall depth D, the maximum thickness of the compression flange T, carrying total load W, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Discuss
Answer: (d).all the above.
Discuss
Answer: (d).All the above.
Q44.
The ratio of longitudinal stress to strain within eiastic limit, is known as
Discuss
Answer: (a).modulus of elasticity
Discuss
Answer: (c).concentrated loads act
Discuss
Answer: (d).The diameter of a rivet hole is equal to the nominal diameter of the rivet plus 1.5 mm
Q47.
The allowable stress in axial tension for rolled I-sections and channels, is taken as
Discuss
Answer: (b).1500 kg/cm²
Discuss
Answer: (c).one hole for each angle and two holes for the web
Q49.
The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of the web, is less than
Discuss
Answer: (d).82
Q50.
The average shear stress for rolled steel beam section, is
Discuss
Answer: (b).945 kg/cm²