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 13 of 24

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Q121.
When the length of a tension member is too long
Discuss
Answer: (c).a bar is used
Q122.
An imaginary line along which rivets are placed, is known as
Discuss
Answer: (d).all the above.
Q123.
The allowable stress in axial tension is generally kept less if thickness of the member is more than
Discuss
Answer: (d).20 mm
Q124.
The maximum permissible slenderness ratio of compression member carrying dead and superimposed load, is
Discuss
Answer: (a).180
Q125.
The safe working pressure for a spherical vessel 1.5 m diameter and having 1.5 cm thick wall not to exceed tensile stress 50kg/cm² , is
Discuss
Answer: (c).20 kg/cm²
Discuss
Answer: (c).2.0 mm for rivet diameter over 25 mm
Q127.
When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from
Discuss
Answer: (d).each web or one hole from each flange whichever is less.
Q128.
If d is the distance between the flange angles, the vertical stiffeners in plate girders without horizontal stiffeners, are spaced at a distance not less than
Discuss
Answer: (c).0.33 d
Discuss
Answer: (a).length of the column
Q130.
To the calculated area of cover plates of a built-up beam, an allowance for rivet holes to be added, is
Discuss
Answer: (b).13%