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CE 8301 Strength of Materials I

Total questions: 45

Worksheet time: 3600secs

Name
Class
Date
1.

The ratio of stress and strain is known as

a)

Modulus of elasticity

b)

Young's modulus

c)

Both a. and b.

d)

None of the above

2.

The actual breaking stress in stress-strain diagram is the ratio of

a)

load at breaking point and original cross-sectional area

b)

load at breaking point and reduced cross-sectional area

c)

maximum load and original cross-sectional area

d)

yield load and original cross-sectional area

3.

A rigid body has Poisson's ratio equal to

a)

0

b)

1

c)

less than 1

d)

greater than one

4.

Two parallel, equal and opposite forces acting tangentially to the surface of the body is called as

a)

Complementary stress

b)

Compressive stress

c)

Shear stress

d)

Tensile stress

5.

A tensile test was conducted on a mild steel bar. The diameter and the gauge length of bat was 3 cm and 20 cm respectively. The extension was 0.21mm. What is the value to strain?

a)

0.0010

b)

0.00105

c)

0.0105

d)

0.005

6.

A composite bar having two sections of cross-sectional area 100mm2 and 200mm2 respectively. The length of both the sections is 100mm. What will be the total elongation of bar if it is subjected to axial force of 100kN and E = 105 N/mm2?

a)

1.0

b)

1.25

c)

1.5

d)

2.0

7.

What will be the modulus of rigidity if the value of modulus of elasticity is 200 and Poissons ratio is 0.25?

a)

70

b)

80

c)

125

d)

250

8.

What is the expression for modulus of rigidity in terms of modulus of elasticity and the Poissons ratio?

a)

G = 3E / 2(1 + μ)

b)

G = 5E / (1 + μ)

c)

G = E / 2(1 + μ)

d)

G = E/ (1 + 2μ)

9.

What is the factor of safety?

a)

The ratio of stress to strain

b)

The ratio of permissible stress to the ultimate stress

c)

The ratio of ultimate stress to the permissible stress

d)

The ratio of longitudinal strain to stress

10.

A beam supported on more than two supports is called

a)

simply supported beam

b)

fixed beam

c)

overhanging beam

d)

continuous beam

11.

What is the S.I. unit of sectional modulus?

a)

mm4

b)

mm3

c)

mm2

d)

m

12.

The beam having one end free and one end fixed is called as

a)

Cantilever beam

b)

Continuous beam

c)

Overhang beam

d)

Simply supported beam

13.
Units of U.D.L?
a)
KN/m
b)
KN-m
c)
KN-m×m
d)
KN
14.

At the point of contraflexure, the value of bending moment is ____________

a)

Zero

b)

Maximum

c)

Can’t be determined

d)

Minimum

15.
Shear force is diagram is _______ representation of<br /> shear force plotted as ordinate.
a)
Scalar
b)
Aerial
c)
Graphical
d)
Statically
16.
Hogging is________
a)
Negative bending moment
b)
Positive shear force
c)
Positive bending moment
d)
Negative shear force
17.
SI units of shear force is _______________
a)
kN/m
b)
kN-m
c)
m/N
d)
KN
18.
SI units of Bending moment is ___________
a)
kN
b)
kN/m
c)
kNm
d)
km
19.

What is the other name for a positive bending moment?

a)

Hogging

b)

Sagging

c)

Inflation

d)

Contraflexure

20.

Slope in the beam at any point is measured in ____________

a)

Degrees

b)

Minutes

c)

Radians

d)

Metric tonnes

21.
Mohr’s theorem- 1 states ________
a)
E/AI
b)
I/EA
c)
 A/EI
d)
A=EI
22.

In a cantilever of span “L” subjected to a concentrated load of “W” at a distance of L/3 from free end. The deflection is ________

a)

WL^3/3EI

b)

14WL^3/81EI

c)

WL^3/81EI

d)

8WL^3/81EI

23.

Calculate the slope in a simply supported beam subjected to point load at centre. Take the EI into consideration.

a)

Wl^3/4EI

b)

Wl^2/16EI

c)

Wl^3/8EI

d)

Wl^4/6EI

24.

________ of a beam is a measure of its resistance against deflection.

a)

Strength

b)

Stiffness

c)

Slope

d)

Maximum bending

25.

A beam 6 metres long is fixed at it ends. It carries a udl of 5 kN/m. Find the maximum bending moment in the beam.

a)

15 kNm

b)

20 kNm

c)

35 kNm

d)

40 kNm

26.

In simply supported beams, the slope is _____________ at supports.

a)

Minimum

b)

Zero

c)

Maximum

d)

Uniform

27.

Calculate the maximum deflection of a simply supported beam if the maximum slope at A is 0.0075radians and the distance of centre of gravity of bending moment diagram to support A is 1.33 metres.

a)

9.975 mm

b)

9.5 mm

c)

9.25 mm

d)

9.785 mm

28.
Units of deflection are _________
a)
kNm
b)
kN/m
c)
kN
d)
m
29.

In cantilever beams, the deflection is zero at___________

a)

Free and

b)

Fixed end

c)

At supports

d)

Through out

30.
The planes which have no shear stress are known as
a)
Principal Planes
b)
Principal stresses
c)
Principal Strain
d)
Normal Plane
31.
________________ is a graphical method of normal, tangential and resultant stresses on an oblique plane.
a)
Principal Planes
b)
Shear Method
c)
Super position
d)
Mohr's Circle
32.

Calculate the torque which a shaft of 300 mm diameter can safely transmit, if the shear stress is 48 N / mm2.

a)

356 kNm

b)

254 kNm

c)

332 kNm

d)

564 kNm

33.

A circular shaft of diameter 30 mm is tested under torsion the gauge length of test specimen is 300 mm. A torque of 2kNm produces an angle twist of 1°. Calculate CJ.

a)

0.432 × 106 N/mm2

b)

0.324 × 106 N/mm2

c)

0.46 × 106 N/mm2

d)

0.532 × 106 N/mm2

34.

The angle of twist can be written as ________

a)

TL/J

b)

CJ/TL

c)

TL/CJ

d)

T/J

35.

The power transmitted by shaft SI system is given by __________

a)

2πNT/60

b)

3πNT/60

c)

2πNT/45

d)

NT/60 W

36.

Calculate the power transmitted in the shaft at 150 rpm. Take torque as 9000Nm.

a)

140 kW

b)

150 kW

c)

160 kW

d)

175 kW

37.

Find total number coils in a spring having square and ground ends. Deflection in the spring is 6mm when load of 1100N is applied. Modulus of rigidity is 81370N/mm². Wire diameter and pitch circle diameter are 10mm and 50mm respectively.

a)

7

b)

6

c)

5

d)

4

38.

Given the truss diagram, what is the magnitude of the reaction force at Joint A?

a)

RA = 250 N

b)

RA = 500 N

c)

RA = 60 N

d)

RA = 1000 N

39.

Method of sections is use for which type of trusses?

a)

complex

b)

compound

c)

simple

d)

simple and compound

40.
a)

117.1 N

b)

97.6 N

c)

75.0 N

d)

48.0 N

41.

Given the truss diagram, what is the magnitude of the reaction force at Joint A?

a)

RA = 143.33 N

b)

RA = 196.67 N

c)

RA = 150 N

d)

RA = 70 N

42.

Which of these accurately represents the free body diagram for joint A?

a)
b)
c)
d)
43.

A frame which is composed of members just sufficient to keep it in equilibrium, such frame is ___________

a)

Redundant frame

b)

Perfect frame

c)

Imperfect frame

d)

Deficient frame

44.

The tension coefficient of any member is

a)

tension in the joints

b)

tension divided by the length

c)

tension per unit area

d)

tension in the member

45.

In method of sections, what is the maximum no. of unknown members through which the imaginary section can pass?

a)

1

b)

2

c)

3

d)

4