1
GATE ME 2017 Set 2
Numerical
+2
-0
The rod PQ of length L = 2 m, and uniformly distributed mass of M = 10 kg, is released from rest at the position shown in the figure. The ends slide along the frictionless faces OP and OQ. Assume acceleration due to gravity, g = 10 m/s2 . The mass moment of inertia of the rod about its centre of mass and an axis perpendicular to the plane of the figure is (ML2 /12). At this instant, the magnitude of angular acceleration (in radian/s2 ) of the rod is ____________. GATE ME 2017 Set 2 Engineering Mechanics - Engineering Mechanics Static and Dynamics Question 7 English
Your input ____
2
GATE ME 2017 Set 1
MCQ (Single Correct Answer)
+2
-0.6
Two disks A and B with identical mass (m) and radius (R) are initially at rest. They roll down from the top of identical inclined planes without slipping. Disk A has all of its mass concentrated at the rim, while Disk B has its mass uniformly distributed. At the bottom of the plane, the ratio of velocity of the center of disk A to the velocity of the center of disk B is.
A
$$\sqrt {{3 \over 4}} $$
B
$$\sqrt {{3 \over 2}} $$
C
$$1$$
D
$$\sqrt 2 $$
3
GATE ME 2016 Set 1
Numerical
+2
-0
A block of mass m rests on an inclined plane and is attached by a string to the wall as shown in the figure. The coefficient of static friction between the plane and the block is $$0.25.$$ The string can withstand a maximum force of $$20$$ N. The maximum value of the mass (m) for which the string will not break and the block will be in static equilibrium is ____________ kg.
Take $$\cos \theta = 0.8$$ and $$\sin \theta = 0.6$$. Acceleration due to gravity g $$=$$ $$10$$ m/s2 GATE ME 2016 Set 1 Engineering Mechanics - Engineering Mechanics Static and Dynamics Question 14 English
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4
GATE ME 2016 Set 1
MCQ (Single Correct Answer)
+2
-0.6
A two-member truss $$PQR$$ is supporting a load W. The axial forces in members $$PQ$$ and $$QR$$ are respectively GATE ME 2016 Set 1 Engineering Mechanics - Engineering Mechanics Static and Dynamics Question 13 English
A
$$2W$$ tensile and $$\sqrt 3 W$$ compressive
B
$$\sqrt 3 W$$ tensile and $$2W$$ compressive
C
$$\sqrt 3 W$$ compressive and $$2W$$ tensile
D
$$2W$$ compressive and $$\sqrt 3 W$$ tensile
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