2- A tank containing water is shown in Fig. Calculate the total resultant force acting on side ABCD of the container and the location of the center of pressure. y = 62.4 lb/ft
2- A tank containing water is shown in Fig. Calculate the total resultant force acting on side ABCD of the container and the location of the center of pressure. y = 62.4 lb/ft
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Topic Video
Question
![n. O
• O M A :
Homewo...
->
Fluid Mechanics
Basra Engineering Technical College
Hydrostatic Forces
Second Stage
MSc. Zahraa A. Nadeem
Home Works
1- A 60 cm square gate has its top edge 12 m below the water
surfacc. It is on a 45 angle and its bottom edge is hinged as shown
Waler
in Fig. What force P is needed to just open the gate and its
location?
Hinge
2- A tank containing water is shown in Fig.
Calculate the total resultant force acting
on side ABCD of the container and the
location of the center of pressure.
y = 62.4 Ib/ft
Water
3- Find the total pressure and position of center of pressure
FREE WATER SURFACE
on a triangular plate of base 2 m and height 3 m which is
immersed in water in such a way that the planc of the plate
2 m-
makes an angle of 60 with the free surface of the water.
The basc of the plate is parallel to water surface and at a
depth of 2.5 m from water surface.
4- The 200 kg, 5 m wide rectangular gate shown in Figure
is hinged at B and leans against the floor at A making an
Weter
angle of 45° with the horizontal. The gate is to be opened
from its lower edge by applying a normal force at its center.
Determine the minimum force F required to open the water gate.
19
Fluid Mechanics
Basra Engineering Technical College
Hydrostatic Forces
Second Stage
MSc. Zahraa A. Nadeem
5- The tank with 3 m wide into the paper. Neglecting
atmospheric pressure, compute the hydrostatic
(a) horizontal force, (b) vertical force, and
(c) resultant force on quarter-circle panel BC.
6- The rectangular gat has dimensions 6 m by 2 m. Neglect the weight of the gate.
Determine
(a) The magnitude and location of the resultant force
3 m
Hinge
exerted on the gate by the water
Atmospheric
pressure
(b) The reaction at point A.
30-
6 m
Stop
Water
II
<>](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Feca44826-9c96-4ba9-9ec3-446c2831e3ce%2Fb81bfcd8-7a67-4275-a739-d2e474680ec4%2Fc7kyhx7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:n. O
• O M A :
Homewo...
->
Fluid Mechanics
Basra Engineering Technical College
Hydrostatic Forces
Second Stage
MSc. Zahraa A. Nadeem
Home Works
1- A 60 cm square gate has its top edge 12 m below the water
surfacc. It is on a 45 angle and its bottom edge is hinged as shown
Waler
in Fig. What force P is needed to just open the gate and its
location?
Hinge
2- A tank containing water is shown in Fig.
Calculate the total resultant force acting
on side ABCD of the container and the
location of the center of pressure.
y = 62.4 Ib/ft
Water
3- Find the total pressure and position of center of pressure
FREE WATER SURFACE
on a triangular plate of base 2 m and height 3 m which is
immersed in water in such a way that the planc of the plate
2 m-
makes an angle of 60 with the free surface of the water.
The basc of the plate is parallel to water surface and at a
depth of 2.5 m from water surface.
4- The 200 kg, 5 m wide rectangular gate shown in Figure
is hinged at B and leans against the floor at A making an
Weter
angle of 45° with the horizontal. The gate is to be opened
from its lower edge by applying a normal force at its center.
Determine the minimum force F required to open the water gate.
19
Fluid Mechanics
Basra Engineering Technical College
Hydrostatic Forces
Second Stage
MSc. Zahraa A. Nadeem
5- The tank with 3 m wide into the paper. Neglecting
atmospheric pressure, compute the hydrostatic
(a) horizontal force, (b) vertical force, and
(c) resultant force on quarter-circle panel BC.
6- The rectangular gat has dimensions 6 m by 2 m. Neglect the weight of the gate.
Determine
(a) The magnitude and location of the resultant force
3 m
Hinge
exerted on the gate by the water
Atmospheric
pressure
(b) The reaction at point A.
30-
6 m
Stop
Water
II
<>
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