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CONTENTS

6.14

R

YI

x

W

g

=

.

C

A

B

C

T

D

Physics for Technologists

6.15

O

V

(

volt

)

X

+Y

V

- V (volt)

-Y

O

V

(

volt

)

X

Y

V

(volt)

Laboratory Experiments

Laser Source

Screen

0

1

1

Grating

Rh

K

2V Ba

G

A

B

J

Rh

K

6V

Ba

HR

A

R = 1 ohm

6

LABORATORY EXPERIMENTS

6.1 (a)DETERMINATION OF YOUNGS MODULUS OF THE MATERIAL UNIFORM BENDING

Aim

To calculate the Youngs modulus of a given material using the method of uniform bending of beam

Apparatus Required

A uniform rectangular beam (wooden scale), two knife-edges, a pointer pin, slotted weights of the order of 50 gm , a spirit level, travelling microscope, a vernier caliper and screw gauge.

Principle

When an uniform load is acting on the beam, the envelope of the bent beam forms an arc of a circle and the bending is called uniform bending. The bending moment is,

Laser Source

Screen

0

1

1

Grating

where W = weight suspended in the beam, x = distance between the point at which the load is applied and the support, Ig = geometrical moment of inertia of the beam and R = radius of the circle made by the beam under load.

Formula

The Youngs modulus (Y) of a given material of beam is,

y

l

bd

Mgx

Y

2

3

.

2

3

=

N m 2

whereM = Mass suspended (kg)

g = Acceleration due to gravity = 9.8 m s 2

x = Distance between the slotted weight and knife edge (m)

l = Distance between the two knife edge (m)

b = Breadth of the rectangular beam (m)

d = Thickness of the rectangular beam (m)

y = Elevation of the mid-point of the beam due to load.

q

r

D

Fig 6.1(a) Youngs Modulus Uniform Bending

Table 6.1(a): Determination of breadth (b) of the rectangular beam

LC = .mm

S. No.

MSR

(mm)

VSC

(div)

TR=MSR+VSC(LC

(mm)

Mean

Table 6.2(a): Determination of thickness (d) of the rectangular beam

Z.E.C. = . mm

L.C. = .. mm

Sl. No.

PSR

(mm)

HSC (div)

PSR + (HSC ( LC)

(mm)

OR Z.E.C.

(mm)

Mean

Procedure

1. A uniform rectangular beam is placed on the two knife-edges in a symmetrical position. The distance between knife-edges is kept constant and is measured as l.

2. The weight hangers (dead load of the slotted weight) are suspended at points A and D on the beam at equal distance away from knife-edges. (i.e. the distance between AB and CD must be equal).

3. A pin is fixed at point O, exactly middle of the rectangular beam. The distance OB is equal to OC.

4. A microscope is arranged horizontally in front of scale and is focused at the tip of the pin. The microscope is adjusted such that the tip of the pin is coinciding with horizontal cross wire.

5. The equal dead weights (hanger) W0 suspended on both side of the rectangular beam (at point A and D). The horizontal cross wire of the microscope is focused and coincides with the tip of the pin. The corresponding microscope reading (main scale reading and vernier scale reading) is noted from the vertical scale of microscope.

6. Then, additional load m (50 gm) is placed in the weight hangers on both sides simultaneously. Due to this load, there will be a small elevation on the rectangular beam and the height of the pin is increased.

7. The height of the microscope is adjusted in order to coincide the horizontal cross-wire with the tip of the pin. Once again, the main scale and vernier scale reading is noted from the vertical scale of microscope.

10. First, one weight (50 gm) is removed on both side, therefore there will be a depression in rectangular beam and the height of the pin is decreased. The microscope is adjusted again in order to coincide the horizontal cross-wire on the tip of the pin. The main scale and vernier scale readings are noted from the vertical scale of microscope.

11. Similarly, all the weights on both side of hanger are removed one by one and the corresponding microscope readings are noted. These readings are corresponding to microscope readings on unloading.

12. From these readings, the mean elevation of midpoint of the beam due to a load is determined.

Table 6.3(a): Determination of mean elevation (y) of rectangular beam due to load

Distance between the knife edges = l = ..m

LC for travelling microscope = m

(kg)

m kg

(cm)

Mean elevation for

m kg

(cm)

Mean

W0

W0+50

W0+100

W0+150

W0+200

Observations

Distance between weight hanger and knife - edge = x = .... m

Distance between two knife-edges = l = ... m

Breadth of the rectangular beam = b = ... m

Thickness of the rectangular beam = d = ... m

Mean elevation = y = ... m

Calculations

The Youngs modulus (Y) of the given beam can be calculated using the formula

y

l

bd

Mgx

Y

2

3

.

2

3

=

N m 2

Result

The Youngs modulus of a given material of beam = --------- N m 2

6.1(b) DETERMINATION OF YOUNGS MODULUS OF THE MATERIAL NON UNIFORM BENDING

Aim

To calculate the Youngs modulus of a given material using the method of non uniform bending of beam

Apparatus Required

A uniform rectangular beam (wooden scale), two knife-edges, a pointer pin, slotted weight of the order of 50 gm , a spirit level, travelling microscope, a vernier caliper and screw gauge.

Principle

A weight W is applied at the midpoint E of the beam. The reaction at each knife edge is equal to W/2 in the upward direction and y is the depression at the midpoint E.The bent beam is considered to be equivalent to two single inverted cantilevers, fixed at E each of length

2

l

and each loaded at K1 and K2 with a weight

2

W

Formula

The Youngs modulus (Y) of a given material of beam is,

y

bd

gl

M

Y

3

3

4

=

N m 2

whereM = Mass suspended (kg)

g = Acceleration due to gravity = 9.8 m s 2

l = Distance between the two knife edges (m)

b = Breadth of the rectangular beam (m)

d = Thickness of the rectangular beam (m)

y = Depression at the mid-point of the beam due to load.

Screen with Diffraction Pattern

Glass plate with

fine particle

Laser

Rh

K

2V Ba

V

A

B

J

Fig 6.1(b) Youngs Modulus Non Uniform Bending

Table 6.1(b): Determination of breadth (b) of the rectangular beam

LC = .mm

S. No.

MSR

(mm)

VSC

(div)

TR=MSR+VSC(LC

(mm)

Mean

Table 6.2(b): Determination of thickness (d) of the rectangular beam

Z.E.C. = . mm

L.C. = .. mm

Sl. No.

PSR

(mm)

HSC (div)

PSR + (HSC ( LC)

(mm)

OR Z.E.C.

(mm)

Mean

Procedure

1. A uniform rectangular beam is placed on the two knife-edges in a symmetrical position. The distance between knife-edges is kept constant and is measured as l.

2. A weight hanger is suspended and a pin is fixed vertically at mid-point. A microscope is focused on the tip of the pin.

3. A dead load Wo is placed on the weight hanger. The initial reading on the vertical scale of the microscope is taken.

4. A suitable mass M is added to the hanger. The beam is depressed. The cross wire is adjusted to coincide with the tip of the pin. The reading of the microscope is noted. The depression corresponding to the mass M is found.

5. The experiment is repeated by loading and unloading the mass ( in steps of 50 gms). The corresponding readings are tabulated. The average value of depression, y is found from the observations.

6. From these readings, the mean depression of midpoint of the beam due to a load is determined.

Table 6.3(b): Determination of mean depression (y) of rectangular beam due to load

Distance between the knife edges = l = ..m

LC for travelling microscope = m

Mean depression, y for

cm

Cm

Mean cm

W

W+50 gm

W+100 gm

W+150 gm

W+200 gm

W+250 gm

Observations

Dis

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