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Worksheets

Structural Mechanics

Total questions: 65

Worksheet time: 2hrs 10mins

Name
Class
Date
1.

1. Strain is defined as

a)

load per unit deformation

b)

deformation per unit load

c)

deformation per unit length

d)

deformation per unit area

2.

According to Hooke’s law, the ratio of stress and strain is known as

a)

Modulus of Elasticity

b)

Young’s Modulus

c)

Both (a) & (b)

d)

None of these

3.

The property of materials of returning to their original position.er removal of external load is known as

a)

Plasticity

b)

Elasticity

c)

Malleability

d)

Ductility 

4.

The relation between number of joints (j) and number of members (n) in a perfect frame is

a)

n = 2j - 3 

b)

j = n

c)

j = 2n - 3

d)

n = 3j

5.

There will be no tension in the masonry of a dam at its base if (b is the base, e is the eccentricity)

a)

e < 6b

b)

e < 7b

c)

e = b

d)

e ≤ b/6 

6.

The bending moment on a section is maximum where shear force is

a)

zero

b)

minimum

c)

maximum

d)

changes sign

7.

Rankine’s formula is an empirical formula used for

a.                                b.                c. d.

a)

Long Columns

b)

Both long and short columns

c)

Short column 

d)

None of these 

8.

Gauge length is the

a)

length of test specimen

b)

deformed length

c)

length over which deformation is measured

d)

total length

9.

Stress-strain curve is always a straight line for

a)

elastic materials

b)

materials obeying Hooke’s law

c)

elasto-plastic material

d)

None of these

10.

The property of a material by virtue of which a body returns to its original shape after removal of load is known as

a)

Ductility 

b)

Plasticity

c)

Resilience

d)

Elasticity

11.

When a beam is loaded with concentrated loads, the bending moment diagram will be

a)

horizontal straight line 

b)

vertical straight line

c)

inclined straight line

d)

parabolic curve

12.

Slope and deflection at the free end of a cantilever beam, carrying udl over whole span is

a)

maximum

b)

minimum

c)

equal

d)

zero

13.

A beam having more than two supports is called

a)

fixed beam

b)

continuous beam

c)

overhanging beam

d)

simply supported beam

14.

Modulus of section for a rectangular section is

a)

bd2/6

b)

bd3/6

c)

bd2/12

d)

bd3/12

15.

A rectangular beam of length ‘l’ supported at its two ends carries a central point load ‘W’, the maximum deflection occurs at

a)

the centre

b)

1/3 from both ends

c)

the ends

d)

None of these

16.

Unit of slenderness ratio is

a)

mm

b)

kN

c)

N/mm2

d)

None of these

17.

Which of the following is true for Poisson’s ratio μ?

a)

0 < μ < -1/2 

b)

1 < μ < 0 

c)

1 < μ < -1

d)

None of these

18.

For bars of composite section

a)

the load carried by different materials is the same as the total external load

b)

the total external load is equal to the total sum of the loads carried by different materials

c)

Strain is equal in all materials 

d)

Both (b) and (c)

19.

The equivalent length of a column having length ‘L’ and supported firmly (fixed) at both ends is

a)

0.5L

b)

2L

c)

0.7L

d)

L

20.

As compared to actual length ‘l’ of a column hinged at both ends, its effective length ‘L’ should be

a)

L = l

b)

L = 2l

c)

L = l/2

d)

L = l/√2

21.

If the number of members provided is more than the requirement, then the frame will be classified as

a)

perfect frame

b)

redundant frame

c)

deficient frame

d)

portal frame

22.

A cantilever beam of length ‘l’ carries a uniformly distributed load ‘w’ per unit length over the whole length. The downward deflection at the free end will be ……………..

4 lines
23.

A ……………….. dam as compared to a rectangular dam is economical and easier to construct.

(a)  

24.

Resistance per unit area to deformation is known as ……………..

(a)  

25.

If the axial force in truss member tends to pull or stretch its joint, it is called ……………..

(a)  

26.

A simply supported beam of length ‘L’, cross sectional area ‘A’ carrying a uniformly distributed load of ‘w’ over the whole span will have maximum bending moment of ……………

4 lines
27.

The sectional modulus for a circular section of diameter ‘d’ is …………….

4 lines
28.

The ratio of the effective length of a column and minimum radius of gyration of its cross-sectional area is known as ……………………..

(a)  

29.

The point of contraflexure occurs in case of ………………….. only.  

4 lines
30.

The bending moment of the beam not accompanied by shear force is known as ……………

(a)  

31.

Neutral axis of a beam is the axis at which stress is ……………….

(a)  

32.

Slope is measured in ……………

(a)  

33.

A ……………. is constructed to retain earth in hilly areas.

(a)  

34.

The bending stress at neutral axis of a bent beam is ………………

(a)  

35.

The point of contraflexure in a beam is a point on the beam axis where bending moment changes …………

(a)  

36.

The slenderness ratio of short columns is less than ……….

(a)  

37.

A cantilever of length L carries a point load W at the free end. The downward deflection at the free end is …………

4 lines
38.

The SI unit of stress is …………….

4 lines
39.

To avoid tension at the base of a dam, maximum value of eccentricity is e less than or equal to b/6

a)

True

b)

False

40.

Generally in a truss system, compressive parts are thicker than tensile parts.

a)

True

b)

False

41.

Poisson’s ratio states that, within elastic limit, the stress is proportional to the strain.

a)

True

b)

False

42.

The shear force and bending moment are always negative in case of simply supported beams.

a)

True

b)

False

43.

In case of a cantilever beam, irrespective of the type of loading, the maximum BM and maximum SF will occur at the free end.            

a)

True

b)

False

44.

The point of contraflexure occurs only in cantilever beam.

a)

True

b)

False

45.

Slope and deflection can be calculated using Macaulay’s method.

a)

True

b)

False

46.

Long column fails by buckling.

a)

True

b)

False

47.

The strength of a beam depends on section modulus.     

a)

True

b)

False

48.

The ratio of linear stress to the linear strain is called modulus of elasticity.

a)

True

b)

False

49.

The deflected pattern or shape of the centre line of a beam is called elastic curve or deflection curve.

a)

True

b)

False

50.

The stress intensity in any fibre is inversely proportional to the distance of the fibre from neutral axis. 

a)

True

b)

False

51.

Hooke’s law is valid within plastic limit.

a)

True

b)

False

52.

Flitched beam means a beam of composite section consisting of wooden beam strengthened by mild steel plates

a)

True

b)

False

53.

The flexural rigidity for the deflection of beams is expressed as 1/EI

a)

True

b)

False

54.

The effective length of a column with both ends fixed is L/2

a)

True

b)

False

55.

The effective length of a column with both ends hinged is

a)

L/2

b)

L

c)

2L

d)

L/√2

56.

The effective length of a column with one end fixed, other end free is

a)

L/√2

b)

L/2

c)

2L

d)

L

57.

The effective length of a column with one end fixed, other end free is L/√2

a)

True

b)

False

58.

Write one line answer for Shear force

4 lines
59.

Write one line answer for Overhanging beam

4 lines
60.

Write one line answer for Buckling or Crippling load

4 lines
61.

Write one line answer for Slenderness ratio

4 lines
62.

Write one line answer for Poisson’s ratio

4 lines
63.

Write one line answer for Long column

4 lines
64.

Write one line answer for Composite sections

4 lines
65.

Write one line answer for Bulk Modulus

4 lines