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Byju's Answer
Standard XII
Physics
Longitudinal Strain
A piece of co...
Question
A piece of copper having a rectangular cross-section of
15.2
mm
×
19.1
mm is pulled in tension with
44
,
500
N force, producing only elastic deformation. Calculate the resulting strain?
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Solution
S
S
A
=
l
×
b
=
19.1
×
10
−
3
×
15.2
×
10
−
3
=
2.9
×
10
−
4
m
2
η
=
42
×
10
9
N
m
2
η
=
s
t
r
e
s
s
s
t
r
a
i
n
=
F
A
s
t
r
a
i
n
s
t
r
a
i
n
=
F
A
η
=
44500
(
2.9
×
10
−
4
×
42
×
10
9
)
=
3.65
×
10
−
3
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Similar questions
Q.
A piece of copper having a rectangular cross-section of
15.2
m
m
×
19.1
m
m
is pulled in tension with
44
,
500
N
force, producing only elastic deformation. Calculate the resulting strain? (
Modulus of elasticity of copper,
Y
=
42
×
10
9
N
m
−
2
)
Q.
A piece of copper having a rectangular cross-section of 15.2 mm x 19.1 mm is pulled in tension with 44,500 N force, producing only elastic deformation. (Shear modulus of elasticity of copper = 42 G pa)
Q.
A piece of copper having a rectangular cross-section of
15.2
m
m
×
19.1
m
m
is pulled in tension with
44
,
500
N
force, producing only elastic deformation.Calculate the resulting strain? Shear modulus of elasticity of copper is
42
×
10
9
N
/
m
2
.
Q.
A pre-tensioned rectangular beam 150 mm wide and 300 mm depth is prestressed with three straight tendons each having a cross-sectional area of 50 mm
2
to an initial stress of 1200 N/mm
2
. The tendons are located at 100 mm from the soffit of the beam. If the modular ratio is 6 the loss of prestressing force (in kN upto one decimal place) due to the elastic deformation of concrete is ______.
Q.
A post-tensioned concrete beam of 100 mm x 300 mm rectangular section is having cable with zero eccentricity at the supports and an eccentricity of 50 mm at the centre of span. The cross sectional area of the cable is
200
m
m
2
and initial stress in the cable is
1200
N
/
m
m
2
, If the ultimate creep strain is
30
×
10
−
6
mm/mm per
N
/
m
m
2
of stress and modulus of elasticity of steel is
210
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/
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