11th And 12th > Physics
MECHANICAL PROPERTIES OF SOLIDS MCQs
:
D
Given Poisson's ration= 0.5
It shows that the density of material is constant
Therefore the change in volume of the wire is zero
Thus
V=A×l = constant
log V=log A+log |
therefore △ VV=0=△ AA+△ ll
△ ll=−△ AA
or % increase in length=△ ll×100
=-(-4)
=4%
:
C
Lt=L0(1+α △ θ)
△ L=Lt−L0=L0 α △ θ
If the same rod of lenghth L0 is subjected to stress along its length, then extension in length can be calculated by Hooke's law
Y=stressstrain=stress△ LLn
=L0× stress△ L
Therefore △ L=L0× stressY
If the rod is prevented from expanding, we have
Lo α△ θ=Lo× stressY
Therefore stress=Y α △ θ= (independent of L0)
:
C
Y=FlA△ l
so,F=YA2△ lAl=YA2 △ lV
where,Al=V= Volume of wire
hence F ∝ A2
F′F=(3A)2A2=9
or F'=9F
:
C
The bulk modulus is
K=−pv△ v
If liquid is incompressible so △ V=0
Hence, K=−pv0
=infinity
:
C
The work done on the wire to produce a strain in it will be stored as energy which is converted into heat, when wire snaps suddenly
Due to this the temperature increases
A student performs an experiment to determine the Young’s modulus of a wire, exactly 2 m long, by Searle’s method. In a particular reading, the students measures the extension in the length of the wire to be 0.8 mm with an uncertainty of +/- 0.05 mm at a load of exactly 1kg. The student also measures the diameter of the wire to be 0.4 mm with an uncertainty of +/-0.01 mm.The Young’s modulus obtained from the reading is (g= 9.8 ms−2)
:
B
Y=4Flπ D2△ l
=4 ×(1X9.8)X2(227)(0.4×10−3)2X(0.8X10−3)
=2×1011N m−2
Fractional error in y is
△ yy=+/−(2△ DD+△ ll)
or △ y =+/−(2 X0.010.4+0.050.8)×2×1011
=+/−0.2 × 1011Nm−2
Therefore y=(2× 1011+/−0.2 × 1011)N m−2
:
A
The contraction in the length of the wire due to change in the temperature
=α LΔT
=1.2×10−5× 3× (103−303)
=−7.2× 10−3 m
The expansion in the length of wire due to stretching force
=FLAY=(10 X 10)X 3(0.75×10−6)(2× 1011)
=2× 10−3 m
Resultant change in length
=−7.2×10−3+2× 10−3
=−5.2×10−3
=-5.2 mm
Negative sign shows contraction
Two rods of different materials having coefficients of linear expansion α1 and α2 and Young’s modulus
Y1 and Y2 respectively are fixed between two rigid massive walls. The rods are heated such that they undergo the same increase in temperature. There is no bending of rods. If
α1 : α2 = 2:3, the thermal stress developed in the two rods are equal provided Y1:Y2 equal to
:
D
From the formula for thermal stress
(F/A)1=α1y1△ T
(F/A)2=α2y2△ T
Since,temperature △ T is same
(FA)1(FA)2=α1y1α2y2
For thermal stress to be equal
α1y1=α2y2
or y1y2=α2α1=32 since α1α2=2:3)
:
D
Here
△ P=(1.165×105−1.01×105)
=0.155× 105 Pa
× V/V=10/100=1/10
Bulk modulus k=△ p△ v/v
=0.155×105110
=1.55×105Pa
:
C
Energy stored per unit volume
U=12stress× strain
=12stress× strainy
=12S× Sy
=S22y