NOTE: There are 9 Questions in all.
· Question 1 is compulsory and
carries 20 marks. Answer to Q. 1 must be written in the space provided for it
in the answer book supplied and nowhere else.
· Out of the remaining EIGHT
Questions answer any FIVE Questions. Each question carries 16 marks.
· Any required data not
explicitly given, may be suitably assumed and stated.
Q.1 Choose
the correct or best alternative in the following: (2x10)
a. Two
forces of equal magnitude P acts at an angle θ to each other. Their
resultant is equal to
(A) 2P sinθ/2 (B)
2P cosθ/2
(C) 2P cosθ (D)
2P cos2θ
b. Bulk modulus is measured in terms of
(A)
N/m (B) N/m2
(C) Nm/s (D) Ns/m2
c. Which of the following is not a projectile
(A)
A ball thrown upwards.
(B) A stone thrown horizontally from the top
of a tower.
(C) A rocket forced into space.
(D) A bullet fired from the gun.
d. A system of three forces acts on a body and keeps it in equilibrium. The forces need to be
(A) Coplanar only.
(B) Concurrent only
(C) Coplanar as well as Concurrent.
(D) Coplanar but may or may not be Concurrent.
e. A stationary object of 10 kg mass is acted upon by 20N force for 5
seconds. The object will attain a final velocity of
(A) 10m/s (B) 20m/s
(C) 30m/s (D) 35m/s
f. Young’s modulus for a perfectly rigid body is
(A) zero (B) 0.5
(C) unity (D) infinity
g. A projectile will cover the maximum vertical distance in a maximum time
when the angle of projection is
(A) 30° (B) 45°
(C) 60° (D) 90°
h. The moment of inertia of a triangle of base width ‘b’ and height ‘h’
with respect to its base would be
(A) bh3/8 (B) bh3 /12
(C) bh3 /24 (D) bh3 /36
i. The Elastic constants E, G and K are related by the expression
(A)
E=9GK/(3K+G) (B)
E= 3GK/(K+2G)
(C) E=GK/(2K+G) (D) E=3GK/(2K+G)
j. In a perfect machine the Mechanical Advantage (MA) is
(A) Equal to V.R.
(B) Less than V.R.
(C) More than V.R. (D) None of them.
Answer any FIVE Questions out
of EIGHT Questions.
Each question carries 16
marks.
Q.2 a. State and Explain Polygon law of forces. (6)
b. The
magnitude of two forces is such that, if they act at right angle, their
resultant is 100N and when they act at an angle of 60°, their resultant is . Determine the magnitude of two forces. (10)
Q.3 a. State conditions of equilibrium for bodies
subjected to coplanar forces. (6)
b. The resultant of forces P Newton and 30
Q.4 a. Define centroid of a plane surface (3)
Y
b. Calculate
the MOI for the plane shown in Fig.1, about horizontal and vertical axes (Ixx
and Iyy) of the section. (13)
20mm
Q.5 a. Define friction, Coefficient of friction
and Limiting friction. (6)
b. A body weighing 120 N is lying on a
horizontal plane for which μ = 0.8
Determine :-
(i) Normal friction
(ii) Limiting force of
friction.
(iii) Horizontal force
required to move it.
(iv) Angle of friction. (10)
Q.6 a. Define angular velocity and
angular acceleration for circular motion. (4)
b. A ball of mass 2Kg is whirled around a circular path of radius 2m. The ball makes five revolutions per second. Calculate centripetal force acting on the ball. (12)
Q.7 a. State D’Alembert’s principle. (4)
b. Two
railway wagons 150kN and 120kN are moving on the same railway line and in the
same direction at speeds of 4m/s and 6m/s respectively. They collide & subsequently move
together. Calculate common speed &
loss of K.E. due to impact. (12)
Q.8 a. Define
the terms
(i)Young’s Modulus (ii) Modulus of
Rigidity (iii) Factor of safety. (6)
b. The
following data was obtained during tensile test conducted on mild steel bar
(i) Diameter of bar = 4cm (ii) Length of
bar =30cm, (iii) Load at Elastic limit = 300 kN (iv) Extension at a load at 200
kN = 0.45mm (v) maximum load = 420kN (vi) Total extension = 75mm (vii) Diameter
of the rod at the failure = 3.40cm.
Calculate :-
(a) Young’s Modulus (b) Stress at elastic
limit
(c) Percentage elongation (d) Percentage decrease in
area. (10)
Q.9 a. Define
Shear force and Bending moment. (4)
b. A cantilever beam of length 3m carries a
uniformly distributed load of 4 kN/m run over a length of 2m from the free
end. Determine the shear force and
bending moments at end of load and fixed end. Draw the shear force and bending
moment diagrams for the cantilever beam. (12)