1
GATE ME 2006
MCQ (Single Correct Answer)
+1
-0.3
The solution of the differential equation $${{dy} \over {dx}} + 2xy = {e^{ - {x^2}}}\,\,$$ with $$y(0)=1$$ is
A
$$\left( {1 + x} \right)\,\,{e^{{x^2}}}$$
B
$$\left( {1 + x} \right)\,\,{e^{ - {x^2}}}$$
C
$$\left( {1 - x} \right)\,\,{e^{{x^2}}}$$
D
$$\left( {1 - x} \right)\,\,{e^{ - {x^2}}}$$
2
GATE ME 2006
MCQ (Single Correct Answer)
+2
-0.6
If point A is in equilibrium under the action of the applied forces, the values of tensions and T AB and TAC are respectively. GATE ME 2006 Engineering Mechanics - Engineering Mechanics Static and Dynamics Question 50 English
A
520 N and 300 N
B
300 N and 520 N
C
450 N and 150 N
D
150 N and 450 N
3
GATE ME 2006
MCQ (Single Correct Answer)
+2
-0.6
A smooth flat plate with a sharp leading edge is placed along a gas stream flowing at $$U = 10\,m/s.$$ The thickness of the boundary layer at section $$r$$- $$s$$ is $$10$$ $$mm,$$ the breadth of the plate is $$1$$ $$m$$ (into the paper) and the density of the gas, $$\rho = 1.0\,kg/{m^3}.$$ Assume that the boundary layer is thin, two-dimensional, and follows a linear velocity distribution, $$u = U\left( {y/\delta } \right),$$ at the section $$r$$-$$s$$, where $$y$$ is the height from plate. GATE ME 2006 Fluid Mechanics - Boundary Layer Question 5 English

The integrated drag force (in $$N$$) on the plate, between $$p$$-$$s$$, is

A
$$0.67$$
B
$$0.33$$
C
$$0.17$$
D
zero
4
GATE ME 2006
MCQ (Single Correct Answer)
+1
-0.3
For a Newtonian fluid:
A
shear stress is proportional to shear strain
B
rate of shear stress is proportional to shear strain
C
shear stress is proportional to rate of shear strain
D
rate of shear stress is proportional to rate of shear strain
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