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Worksheets

MOS UNIT - V

Total questions: 17

Worksheet time: 9mins

Name
Class
Date
1.

If a column has effective length 3 m and radius of gyration 100 mm, its slenderness ratio is:

a)

10

b)

20

c)

30

d)

40

2.

Euler's theory is applicable only for:

a)

Short columns

b)

Long, slender columns

c)

Eccentrically loaded columns

d)

Columns under torsion

3.

A short column is generally defined as one with slenderness ratio

a)

Less than 80

b)

Less than 12

c)

Greater than 12

d)

Greater than 80

4.

Which of the following will increase the Euler buckling load?

a)

Increasing effective length

b)

Reducing modulus of elasticity

c)

Increasing moment of inertia

d)

Reducing cross-sectional area

5.

A long column fails primarily by:

a)

Shear

b)

Torsion

c)

Buckling

d)

Crushing

6.

Which of the following end condition gives maximum load-carrying capacity for a column of given material and cross-section?

a)

Both ends hinged

b)

Both ends fixed

c)

One end fixed, one end free

d)

One end fixed, one end hinged

7.

For a column with one end fixed and the other hinged, effective length is approximately:

a)

0.7L

b)

0.5L

c)

1L

d)

2L

8.

Higher slenderness ratio indicates that the column is more prone to:

a)

Crushing failure

b)

Buckling failure

c)

Shear failure

d)

Fatigue failure

9.

Euler's formula shows that the critical load is inversely proportional to:

a)

Young's Modulus

b)

Moment of inertia

c)

Square of effective length

d)

Radius of gyration

10.

A column with both ends fixed has a critical load compared to a similar column hinged at both ends which is:

a)

Equal

b)

Two times greater

c)

Four times greater

d)

Half

11.

Which of the following conditions is critical for a long axially loaded column?

a)

Slenderness ratio < 12

b)

Slenderness ratio > 80

c)

Cross-sectional area is large

d)

Effective length is very small

12.

For a long column, as the effective length increases, the critical buckling load

a)

Increases

b)

Decreases

c)

Remains constant

d)

Becomes zero

13.

If eccentricity of load is zero, the stress in a short column is:

a)

Bending stress

b)

Pure axial compressive stress

c)

Shear stress

d)

Torsional stress

14.

For a short axially loaded column, the stress distribution over the cross-section is assumed to be:

a)

Uniform

b)

Linear

c)

Parabolic

d)

Circular

15.

The effective length of a column depends on:

a)

Load intensity

b)

Load intensity

c)

End conditions

d)

Cross-section shape

16.

The main difference between a column and a strut is:

a)

Column is always vertical, strut may be inclined

b)

Column carries axial compression, strut carries bending

c)

Column is slender, strut is short

d)

Column is tensioned, strut is compressed

17.

Which of the following statements is correct?

a)

All columns are struts, but all struts are not columns

b)

All struts are columns, but all columns are not struts

c)

Columns and struts are the same

d)

A strut always resists tensile load