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Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  Design of Steel Structures  >  Compression Members - 3 - Civil Engineering (CE) MCQ

Compression Members - 3 - Civil Engineering (CE) MCQ


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10 Questions MCQ Test Design of Steel Structures - Compression Members - 3

Compression Members - 3 for Civil Engineering (CE) 2024 is part of Design of Steel Structures preparation. The Compression Members - 3 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Compression Members - 3 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Compression Members - 3 below.
Solutions of Compression Members - 3 questions in English are available as part of our Design of Steel Structures for Civil Engineering (CE) & Compression Members - 3 solutions in Hindi for Design of Steel Structures course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt Compression Members - 3 | 10 questions in 30 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study Design of Steel Structures for Civil Engineering (CE) Exam | Download free PDF with solutions
Compression Members - 3 - Question 1
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Which one of the following is a compression member?

Detailed Solution for Compression Members - 3 - Question 1

Strut is a compression member used in the roof truss and bracing. They are of small span and may be vertical or inclined.
The principal rafter is a top chord member in a roof truss and boom is the principal compression member in a crane.
Column, stanchion or post is a vertical compression member supporting flats or girders in a building.

Compression Members - 3 - Question 2
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Battening is preferable when the
1. Column carries axial load only
2. Space between the two main components is not very large
3. Column is eccentrically loaded
The correct answer is

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Compression Members - 3 - Question 3
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The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

Compression Members - 3 - Question 4
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The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is
Compression Members - 3 - Question 5
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Consider the following statements:
1. The two angle sections placed back to back are most frequently used in roof trusses.
2. A built-up section consisting of two channel sections back to back is occasionally used.
3. The local buckling of a compression member limits its size.
Which of these statements are correct?
Compression Members - 3 - Question 6
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Compression members composed of two channels back-to-back and separated by a small distance are connected together by riveting so that the minimum slenderness ratio of each member between the connections, does not exceed 
Compression Members - 3 - Question 7
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Tacking rivets in compression plates not exposed to the weather, have a pitch not exceeding 300 mm or
Compression Members - 3 - Question 8
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What is the effective length of column shown below.
Compression Members - 3 - Question 9
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The use of tie plates in laced columns is
Compression Members - 3 - Question 10
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Gusset plate is provided in column base connection to
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