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Volume 25
Managing Editor
Mahabir Singh
Editor
Anil Ahlawat
No. 12
December 2017
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Plot 99, Sector 44 Institutional area, Gurgaon -122 003 (HR).
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CONTENTS
Class 11
NEET | JEE Essentials
8
Exam Prep
23
Ace Your Way CBSE : Series 6
29
MPP-8
38
Brain Map
42
Class 12
Brain Map
43
NEET | JEE Essentials
44
Exam Prep
60
Ace Your Way CBSE : Series 7
67
MPP-8
75
Competition Edge
Olympiad Problems
79
Physics Musing Problem Set 53
82
JEE Work Outs
84
Physics Musing Solution Set 52
88
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PHYSICS FOR YOU | DECEMBER ‘17
7
Unit
6
PROPERTIES OF BULK MATTER
i.e., Stress v Strain
Stress = K Strain
=5381>93C?6C?<94C
Elasticity
The property of the material to recover its original shape
or size on the removal of deforming force is known as
elasticity.
x If a body completely regains its original form after
removal of external force, it is called a perfectly
elastic body.
x If the body remains deformed and shows no
tendency to recover its original condition on
removal of external forces, is said to be perfectly
plastic.
x Strain : The ratio of change in length, volume or
shape of body to its original configuration is called
strain. Strain may be longitudinal, volume or
shearing. As it is the ratio of two similar quantities,
it is a pure number and has no unit.
x Stress : The restoring force developed per unit area
in the body when subjected to deforming force is
Restoring force
= F/A
called stress, i.e., Stress =
area
–2
SI unit is N m
The dimensional formula for stress is [ML–1 T –2].
Hooke’s Law and Stress-Strain Curve
x Hooke’s Law : For small deformations the stress
developed in the body is directly proportional to
the strain of the body.
8
PHYSICS FOR YOU | DECEMBER ‘17
K=
x
Stress
where, K = modulus of elasticity
Strain
Modulus of Elasticity (K) : The ratio of stress
developed to the strain produced in the body is
called modulus of elasticity.
Stress
K=
Strain
Its SI unit is N m–2 and dimension is [ML–1T –2]
Stress-strain curve
The given graph is a
tensile
simple case of metallic
wire which is subjected
to increasing tension.
O
¾ From O to A, the
curve is linear
and body can regain its original shape after
removing stress i.e., Hooke’s Law is obeyed.
¾ From A to B, stress is not proportional to strain
but the body still can regain its original shape.
¾ Point B, is the yield point (or elastic limit)
on further increasing stress beyond the
point B, the body will have a permanent set
after removing the stress.
PHYSICS FOR YOU | DECEMBER ‘17
9
¾
¾
From B to C and further upto D strain changes
rapidly for smaller stress.
E is the fracture point where the body breaks
on applying further strain.
Elastic Potential Energy
1
x Energy density = × stress × strain
2
1
= × Y × (strain)2.
2
1
x Workdone = × stress × strain × volume
2
(stress)2
x Workdone per unit volume =
.
2Y
x For elastic constants : inter relations
Y = Young’s modulus, K = Rigidity modulus
B = Bulk modulus, V = Poisson’s ratio
¾ Y = 2K(1 + V)
¾ Y = 3B(1 – 2V)
9B η
9 3 1
.
= + or Y =
¾
η + 3B
Y η B
3B − 2η
σ=
¾
6B + 2η
x Applications
¾ Designing a beam for construction of roofs
l
and bridges.
b = breadth of slab
Y = Young’s modulus of slab
d = thickness of slab
l = length
Wl 3
The depression in rectangular beam, δ =
4Y bd 3
or G v(l)3
?To minimize the depression in the beam or
slab short length slabs are used.
For a beam with circular cross-section of
radius r depression is, δ =
¾
12πr 4Y
A hollow shaft is stronger than a solid shaft of
same mass, length and material.
Torque required to produce a unit twist in solid
πηr 4
shaft (bar) τ solid =
2L
and torque for hollow shaft,
τ hollow =
10
Wl 3
(
πη r2 4 − r14
2L
)
PHYSICS FOR YOU | DECEMBER ‘17
∴
or
τ solid
r4
= 4
τ hollow r − r 4
2
1
(
)(
r22 + r12 r22 − r12
τ hollow r2 4 − r14
=
=
τ solid
r4
r4
τ hollow r22 + r12
≅
>1
τ solid
r2
{'
(
)
r 2 ≅ r22 − r12
)}
Illustration 1 : A wire suspended vertically from one of
its ends is stretched by attaching a weight of 200 N to the
lower end. The weight stretches the wire by 1 mm. Then
what is the elastic energy stored in the wire ?
Soln.: Elastic potential energy
1
1 F ΔL
= × stress × strain × volume = × ×
× (AL)
2
2 A L
1
1
= F ΔL = × 200 × 10 −3 = 0.1 J
2
2
8I4B?CD1D93C*6<E94C1DB5CD
Pressure Due to Liquid
x The thrust exerted by a liquid at rest per unit area
of the substance in contact with the liquid is called
pressure. If F is the thrust exerted by a liquid on a
surface of small area 'A, then pressure is given by
P = lim (F / ΔA)
ΔA→0
x
x
x
x
x
x
The unit of pressure is dyne cm–2 in CGS system
and N m–2 in SI. A pressure of one N m–2 is also
called pascal.
Pascal’s law : Pressure applied to enclosed liquid
is transmitted equally in all directions, to every
position of liquid and wall of container.
Hydrostatic pressure of liquid column :
Pressure = Ugh
where U = density of liquid, h = height of liquid
column.
Brahma’s hydraulic press is based upon Pascal’s law
of liquid pressure.
Unit of pressure is pascal. Its symbol is Pa.
Bar = 105 Pa, torr = 1 mm of Hg column.
Density and relative density : Density = mass/volume.
For water, density = 103 kg m–3.
3
–2
3
¾ One litre = 1000 cc = 1000 cm = 1000 × (10 m)
–3 3
= 10 m .
Density of substance
¾ Relative density =
Density of water at 4 °C

