Design of Steel Structures Questions and Answers – Effective Length and Slenderness Ratio of Compression Members

This set of Design of Steel Structures Questions and Answers for Campus interviews focuses on “Effective Length and Slenderness Ratio of Compression Members”.

1. Effective length of compression member is ________
a) distance between ends of members
b) distance between end point and midpoint of member
c) distance between points of contraflexure
d) distance between end point and centroid of member
View Answer

Answer: c
Explanation: Effective length of compression member is distance between points of contraflexure. It should be derived from actual length and end conditions.

2. Magnitude of effective length depends upon
a) material of member
b) rotational restraint supplied at end of compression member
c) load applied on member
d) location where member is used
View Answer

Answer: b
Explanation: Magnitude of effective length depends upon rotational restraint supplied at end of compression member and upon resistance to lateral movement provided.

3. Which of the following is true?
a) greater the effective length, greater the load carrying capacity
b) smaller the effective length, smaller the load carrying capacity
c) smaller the effective length, more the danger of lateral buckling
d) smaller the effective length, smaller the danger of lateral buckling
View Answer

Answer: d
Explanation: Smaller the effective length of particular compression member, smaller is the danger of lateral buckling and greater is the load carrying capacity.
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4. What is the effective length when both ends of compression member are fixed?
a) 0.65L
b) 0.8L
c) L
d) 2L
View Answer

Answer: a
Explanation: The effective length of compression member when both ends of compression member are fixed is 0.65L (i.e. L/√2), where L is the length of the member.

5. What is the effective length when both ends of compression member are hinged?
a) 0.65L
b) 0.8L
c) L
d) 2L
View Answer

Answer: c
Explanation: The effective length of compression member when both ends of compression member are hinged is L, where L is the length of the member.
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6. What is the effective length when one end of compression member is fixed and other end is free?
a) 0.65L
b) 0.8L
c) L
d) 2L
View Answer

Answer: d
Explanation: The effective length of compression member when one end is fixed and other end is free is 2L, where L is the length of the member.

7. What is the effective length when one end of compression member is fixed and other end is hinged?
a) 0.65L
b) 0.8L
c) L
d) 2L
View Answer

Answer: b
Explanation: The effective length of compression member when one end is fixed and other end is hinged is 0.8L, where L is the length of the member.
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8. What is slenderness ratio of compression member?
a) ratio of effective length to radius of gyration
b) ratio of radius of gyration to effective length
c) difference of radius of gyration and effective length
d) product of radius of gyration and effective length
View Answer

Answer: a
Explanation: The tendency of member to buckle is usually measured by its slenderness ratio. Slenderness ratio of member is ratio of effective length to appropriate radius of gyration (λ = kL/r). This is valid only when column has equal unbraced heights for both axes and end condition is same for particular section.

9. Maximum radius of gyration (minimum slenderness ratio) can be obtained by
a) by increasing load
b) by spreading material of section towards its axis
c) by spreading material of section away from its axis
d) by spreading material of section at its axis
View Answer

Answer: c
Explanation: Maximum radius of gyration is obtained when material of section is farthest from centroid i.e. away from its axis.
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Sanfoundry Global Education & Learning Series – Design of Steel Structures.

To practice all areas of Design of Steel Structures for Campus Interviews, here is complete set of 1000+ Multiple Choice Questions and Answers.

If you find a mistake in question / option / answer, kindly take a screenshot and email to [email protected]

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Manish Bhojasia, a technology veteran with 20+ years @ Cisco & Wipro, is Founder and CTO at Sanfoundry. He lives in Bangalore, and focuses on development of Linux Kernel, SAN Technologies, Advanced C, Data Structures & Alogrithms. Stay connected with him at LinkedIn.

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