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Design of Compression Members Questions and Answers

1.

What is the equivalent length of a column which has one of its ends fixed and the other end free, according to Euler's column theory? The actual length of the column is 10 m.

Exam Year(s)

DSSSB JE - 2023,

Answer: D

In Euler's column theory the equivalent (effective) length of a column depends on its end conditions. A column fixed at one end and free at the other behaves like half of a column of twice the length which is pinned at both ends, so its effective length is \(2L\):

\[ L_e = 2 \times 10 = 20\ \text{m} \]

An effective length equal to L (10 m) applies to a column hinged at both ends, L/2 (5 m) to a column fixed at both ends, and \(L/\sqrt{2}\) (about 7.07 m) to a column fixed at one end and hinged at the other. These are the other options.

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2.

The expression for effective length (le) of a compression member can be obtained as le = kl. Here, 'k' indicates ______, where 'l' is the unsupported length of the compression member.

Exam Year(s)

DSSSB JE - 2023,

Answer: D

The effective length of a compression member is \(l_e = k\,l\), where l is the unsupported length and k is the effective length ratio (the factor that depends on the end restraints). For example k = 2 for a column fixed at one end and free at the other and k = 1 for pin-ended. It is not a clear distance or the unsupported length itself, which is l, and calling it just a constant ignores the meaning in the code, which is the ratio of effective to actual length.

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3.

Which of the following is NOT a compression member?

Exam Year(s)

DSSSB JE - 2023,

Answer: B

A tie is not a compression member. A tie is a member that carries axial tension, such as the bottom chord of a roof truss or a hanger. A strut (a member in a truss or frame carrying compression), a rafter (the inclined roof member that is under compression and bending) and a boom (the long arm of a crane, which is compressed along its length when it lifts a load) are all compression members.

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4.

According to IS:800-2007, the thickness of flat lacing bars should NOT be less than ______ of its effective length for single lacings.

Exam Year(s)

DSSSB JE - 2023,

Answer: C

According to IS 800:2007, the thickness of flat lacing bars should not be less than one-fortieth of the effective length (the length between the inner end rivets or welds) for single lacing, and one-sixtieth for double lacing, where the bars are riveted at their crossing. The fractions of one-twentieth and one-thirtieth are thicker than the code requires, and one-sixtieth belongs to double lacing.

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5.

The effective length (l) of a compression steel member of actual length (L), effectively held in position and restrained against rotation at one end and restrained against rotation at the other end but not held in position, as per IS:800-2007 is:

Exam Year(s)

DSSSB JE - 2023,

Answer: B

IS 800:2007 gives the effective length of a compression member from its end conditions. For a member effectively held in position and restrained against rotation at one end, and restrained against rotation but not held in position at the other end (a sway, or translation allowed, with rotation fixed), the effective length is 1.2 L. The factor 0.65 L is for both ends held in position and fixed against rotation, 1.5 L is for one end held in position and restrained against rotation with the other held but not restrained, and 2.0 L is for the case of one end fixed and the other free.

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