1
GATE ME 2016 Set 3
MCQ (Single Correct Answer)
+1
-0.3
A force $$F$$ is acting on a bent bar which is clamped at one end as shown in the figure. GATE ME 2016 Set 3 Engineering Mechanics - Engineering Mechanics Static and Dynamics Question 70 English The CORRECT free body diagram is
A
GATE ME 2016 Set 3 Engineering Mechanics - Engineering Mechanics Static and Dynamics Question 70 English Option 1
B
GATE ME 2016 Set 3 Engineering Mechanics - Engineering Mechanics Static and Dynamics Question 70 English Option 2
C
GATE ME 2016 Set 3 Engineering Mechanics - Engineering Mechanics Static and Dynamics Question 70 English Option 3
D
GATE ME 2016 Set 3 Engineering Mechanics - Engineering Mechanics Static and Dynamics Question 70 English Option 4
2
GATE ME 2016 Set 3
MCQ (Single Correct Answer)
+2
-0.6
For a two-dimensional flow, the velocity field is $$\overrightarrow u = {x \over {{x^2} + {y^2}}}\widehat i + {y \over {{x^2} + {y^2}}}\widehat j,$$ where $$\widehat i$$ and $$\widehat j\,\,$$ are the basis vectors in the $$x$$-$$y$$ Cartesian coordinate system .
Identify the CORRECT statements from below.
(1) The flow is incompressible
(2) The flow is unsteady
(3) $$y$$-component of acceleration, $${a_y} = {{ - y} \over {{{\left( {{x^2} + {y^2}} \right)}^2}}}$$
(4) $$x$$-component of acceleration , $${a_x} = {{ - \left( {x + y} \right)} \over {{{\left( {{x^2} + {y^2}} \right)}^2}}}$$

A
$$(2)$$ and $$(3)$$
B
$$(1)$$ and $$(3)$$
C
$$(1)$$ and $$(2)$$
D
$$(3)$$ and $$(4)$$
3
GATE ME 2016 Set 3
Numerical
+2
-0
The water jet exiting from a stationary tank through a circular opening of diameter $$300$$ $$mm$$ impinges on a rigid wall as shown in the figure. Neglect all minor losses and assume the water level in the tank to remain constant. The net horizontal force experienced by the wall is ___________ $$kN.$$

Density of water is $$1000\,\,kg/{m^3}.$$

Acceleration due to gravity $$g = 10\,\,m/{s^2}.$$

GATE ME 2016 Set 3 Fluid Mechanics - Fluid Dynamics Question 29 English
Your input ____
4
GATE ME 2016 Set 3
Numerical
+2
-0
Consider a fully developed steady laminar flow of an incompressible fluid with viscosity $$\mu $$ through a circular pipe of radius $$R.$$ Given that the velocity at a radial location of $$R/2$$ from the center-line of the pipe is $${U_1},$$ the shear stress at the wall is $$K\mu {U_1}/R,$$ where $$K$$ is _________________.
Your input ____
EXAM MAP
Medical
NEETAIIMS
Graduate Aptitude Test in Engineering
GATE CSEGATE ECEGATE EEGATE MEGATE CEGATE PIGATE IN
Civil Services
UPSC Civil Service
Defence
NDA
Staff Selection Commission
SSC CGL Tier I
CBSE
Class 12