Civil Engineering (CE)  >  Design of Steel Structures  >  Past Year Questions: Compression Members

Past Year Questions: Compression Members Notes | Study Design of Steel Structures - Civil Engineering (CE)

Document Description: Past Year Questions: Compression Members for Civil Engineering (CE) 2022 is part of Design of Steel Structures preparation. The notes and questions for Past Year Questions: Compression Members have been prepared according to the Civil Engineering (CE) exam syllabus. Information about Past Year Questions: Compression Members covers topics like and Past Year Questions: Compression Members Example, for Civil Engineering (CE) 2022 Exam. Find important definitions, questions, notes, meanings, examples, exercises and tests below for Past Year Questions: Compression Members.

Introduction of Past Year Questions: Compression Members in English is available as part of our Design of Steel Structures for Civil Engineering (CE) & Past Year Questions: Compression Members in Hindi for Design of Steel Structures course. Download more important topics related with notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Civil Engineering (CE): Past Year Questions: Compression Members Notes | Study Design of Steel Structures - Civil Engineering (CE)
1 Crore+ students have signed up on EduRev. Have you?

Q.1 The critical bending compressive stress in the extreme fibre of a structural steel section is 1000 MPa. It is given that the yield strength of the steel is 250 MPa, width of flange is 250 mm and thickness of flange is 15 mm. As per the provisions of IS: 800-2007. the non-dimensional slenderness ratio of the steel cross-section is    [2019 : 2 Marks, Set-ll]
(a) 0.50
(b) 0.75
(c) 0.25
(d) 2.0
Ans. 
(A)
Solution:
Past Year Questions: Compression Members Notes | Study Design of Steel Structures - Civil Engineering (CE)

Q.2 A steel column is restrained against both translation and rotation at one end and is restrained only against rotation but free to translate at the other end. Theoretical and design (IS:800- 2007) values, respectively, of effective length factor of the column are    [2019 : 1 Mark, Set-ll]
(a) 1.0 and 1.2
(b) 1.2 and 1.0
(c) 1.0 and 1.0
(d) 1.2 and 1.2
Ans.
(A)

Q.3 A steel member ‘M ’ has reversal of stress due to live loads, whereas another member ‘N’ has reversal of stress due to wind load. As per IS 800 : 2007, the maximum slenderness ratio permitted is    [2015:1 Mark, Set-II]
(a) less for member ‘M ’ than that of member ‘N’
(b) more for member ‘M' than for member ‘N’
(c) same for both the members
(d) not specified in the Code
Ans. 
(A)
Solution:
As per IS 800 : 2007
Past Year Questions: Compression Members Notes | Study Design of Steel Structures - Civil Engineering (CE) 

The document Past Year Questions: Compression Members Notes | Study Design of Steel Structures - Civil Engineering (CE) is a part of the Civil Engineering (CE) Course Design of Steel Structures.
All you need of Civil Engineering (CE) at this link: Civil Engineering (CE)

Related Searches

video lectures

,

Past Year Questions: Compression Members Notes | Study Design of Steel Structures - Civil Engineering (CE)

,

mock tests for examination

,

MCQs

,

ppt

,

pdf

,

Objective type Questions

,

Important questions

,

Exam

,

practice quizzes

,

Past Year Questions: Compression Members Notes | Study Design of Steel Structures - Civil Engineering (CE)

,

Free

,

Previous Year Questions with Solutions

,

Semester Notes

,

Summary

,

Viva Questions

,

Past Year Questions: Compression Members Notes | Study Design of Steel Structures - Civil Engineering (CE)

,

Extra Questions

,

study material

,

Sample Paper

,

shortcuts and tricks

,

past year papers

;