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1.relation Between Torsion Moment, Torsion Angle and Span Length

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MECHANICS OF

MATERIALS

Report 1
Submitted To:
Engr. Arhum Hassan
Group Members:
M. Rafay Khwaja Abdul Moiz
(170301040) (170301058)

Syed Abdullah Shah Ushna Liaqat


(170301003) (170301005)
Relation between torsion MOMENT,
TORSION angle and span length

Literature Review:
Torque is defined as a moment that acts about a member’s longitudinal axis. A
member that has had torque applied to it such that it deforms along its
longitudinal axis is said to be under torsion [ CITATION Ste11 \l 1033 ] . Torsion is the
twisting of a beam under the action of a torque (twisting moment). It is
systematically applied to screws, nuts, axles, drive shafts etc., and is also
generated more randomly under service conditions in car bodies, boat hulls,
aircraft fuselages, bridges, springs and many other structures and
components. A torque, T, has the same units (N m) as a bending moment, M.
Both are the product of a force and a distance. In the case of a torque, the
force is tangential and the distance is the radial distance between this tangent
and the axis of rotation.[ CITATION 18Un \l 1033 ].Torsional angle is angle of twist,
for a shaft under torsional loading, the angle through which fixed end of a
shaft rotates with respect to the free end is called the angle of twist [ CITATION
Def15 \l 1033 ]. Span length is the distance exceeded by a stated percentage
from a random catch point in drafting zone [ CITATION Soh16 \l 1033 ] .The object of
this experiment is to determine the relationship between the angle of twist
and applied torque for a rod as well as the relationship between the
deflection and length of the rod at a specified torque [ CITATION Ste11 \l 1033 ] . In
this experiment we will be taking different rods (steel, brass, iron) and will be
there reaction when they are subjected to torsion stress.
Procedure
Equipment:
 Brass Rod
 Steel Rod
 Aluminum Rod
 Weights in 2.5N increments up to 7.5N.

Part I:
1)Firstly, we placed the torsion experiment apparatus on a hard, flat surface
with the load hanger over the edge of the table.

2)Then, we loaded a cylindrical specimen of Aluminum/brass/steel into the


device by tightening the rod into the chuck and clamp at either end of the
apparatus.

3) We fixed the clamping length of 600mm by fixing the moveable jaw with
screws.

4)Then, we calibrated the pointer of the angle meter by placing the needles
at zero.

5)After putting hanger of 0.5N, we added two newton of weight to the load
hangar suspends. Then we recorded the indicated angle as deflection in angle
meter.

6)We increased the load of the hanger by three Newton to make it 5.5N and
again recorded the indicated deflection on angle indicator.

7)We continue to add two newton increment to the load hanger (i.e. 7.5N)
and recorded the indicated angle.

8)We repeated steps 5 through 7 for the Steel and Brass.

9)We recorded all these measurements in the data table and calculated
Torsional Moment for each rod at different weights by using least count of
0.01mm.

10)Finally, we plotted a graph between torsional angle on y-axis and torsional


moment on x-axis to determine relationship between them.

For Steel bar:

Load (N) Torsional Moment (N Torsional angle


mm)
2.5 250 0.28
7.5 750 0.84
12.5 1250 1.52

Torsion Angle
1.6

1.4

1.2

0.8

0.6

0.4

0.2

0
200 400 600 800 1000 1200 1400

For Brass bar:

Load (N) Torsional Moment Torsional angle


(Nmm)
2.5 250 0.65
7.5 750 1.95
12.5 1250 3.05

Torsion Angle
3.5

2.5

1.5

0.5

0
200 400 600 800 1000 1200 1400

For Aluminum bar:


Load Torsion moment (F x r) Torsion angle
2.5 N 2.5x100=250 0.82
7.5 N 7.5x100=750 2.94
12.5 N 12.5x100=1250 4.17

Torsion Angle
4.5

3.5

2.5

1.5

0.5

0
200 400 600 800 1000 1200 1400

Part II:
1)We repeated first two steps of Part I.
2)In this case, we fixed the weight of 5.5N and change the clamping length by
moving the moveable jaw by loosening and tightening the screws.

3)Firstly, we keep the clamping length of 300mm and tightened it.

4)Then, we calibrated the pointer of the angle meter by placing the needles
at zero.

5)We applied the load of 5.5N and recorded the deflection in the angle meter.

6)By unloading the load, we then changed the clamping length to 400mm.

7)We applied the sample load of 5.5N and recorded the deflection in angle
meter.

8) We repeated the 5th & 6th step for clamping length of 500mm & 600mm.

9)We recorded all the deflection angles and their respective clamping lengths
in data table.

10)Then we plotted a graph between torsional angle at y-axis and clamping


length at x-axis to find the relationship between them.

11)We repeated the whole process for the other two rods i.e. Brass and Steel
rod.

For Steel bar:

Clamping Length (mm) Torsional angle


300 0.33
400 0.44
500 0.52
600 0.62
Clamping Length
700

600

500

400

300

200

100

0
0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65

For Brass bar:

Clamping Length (mm) Torsional angle


300 0.94
400 1.52
500 1.88
600 2.12
Torsional Angle
2.5

1.5

0.5

0
250 300 350 400 450 500 550 600 650

For Aluminum bar:


Clamping Length (mm) Torsional angle
300 1.30
400 1.75
500 2.12
600 2.49
Torsion Angle
3

2.5

1.5

0.5

0
250 300 350 400 450 500 550 600 650

Conclusion:

We deduce that there is direct relation between load, torsion angle and
torsion. With increase load we see increase in torsion angle and torsion
moment.
Works Cited

[1] S. Mirdo, Torsion of Cylindrical Rods, Motreal : Canada National Press, 2011.

[2] University of Cambridge, 13 2 2018. [Online]. Available:


https://www.doitpoms.ac.uk/tlplib/beam_bending/twisting.php.

[3] "Definitions and Keywords," 7 10 2015. [Online]. Available:


https://courses.cit.cornell.edu/virtual_lab/popups/defKeywd.html.

[4] S. R. Sobuj, "textile study center," 19 06 2016. [Online]. Available:


https://textilestudycenter.com/span-length/.

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