12. A rectangular plane surface I m wide and 3 m deep lies in water in such a way that its plane makes an angle of 30° with the free surface of water. Determine the total pressure and position of centre of pressure when the upper edge of the plate is 2 m below the free water surface. 13. A circular plate 3.0 m diameter is immersed in water in such a way that the plane of the plate makes an f F0P nith the free surface of water, Determine the total pressure and position of centre of pressure [Ans. 809325 N, 2.318 m]

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question
12. A rectangular plane surface I m wide and 3 m deep lies in water in such a way that its plane makes an angle
of 30° with the free surface of water. Determine the total pressure and position of centre of pressure when
the upper edge of the plate is 2 m below the free water surface.
13. A circular plate 3.0 m diameter is immersed in water in such a way that the plane of the plate makes an
angle of 60° with the free surface of water. Determine the total pressure and position of centre of pressure
when the upper edge of the plate is 2 m below the free water surface.
[Ans. 809325 N, 2318 m)
[Ans. 228.69 kN, 3.427 m from free surface]
14. Arectangular gate 6 mx2 m is hinged at its base and inclined at 60° to the horizontal as shown in Fig. 3.54.
To keep the gate in a stable position, a counter weight of 29430 N is attached at the upper end of the gate.
Find the depth of water at which the gate begins to fall. Neglect the weight of the gate and also friction at
[Ans. 3.43 m)
the hinge and pulley.
WATER SURFACE
w w
HINGE
3 m
HINGE
60
Fig.3.54
Fig.3.55
15. An inclined rectangular gate of width 5 m and depth 1.5 m is installed to control the discharge of water as
shown in Fig. 3.55. The end A is hinged. Determine the force normal to the gate applied at B to open it.
[Ans. 97435.8 N]
16. A gate supporting water is shown in Fig. 3.56. Find the height
"A' of the water so that the gate begins to tip about the hinge.
Take the width of the gate as unity.
17. Find the total pressure and depth of centre of pressure on a
triangular plate of base 3 m and height 3 m which is immersed in
water in such a way that plane of the plate makes an angle of 60°
with the free surface. The base of the plate is parallel to water surface and at a depth of 2 m from water
FREE WATER SURFACE
GATE
[Ans. 3x 3 m]
HINGE
Fig. 3.56
surface.
[Ans. 126.52 kN, 2.996 m)
Transcribed Image Text:12. A rectangular plane surface I m wide and 3 m deep lies in water in such a way that its plane makes an angle of 30° with the free surface of water. Determine the total pressure and position of centre of pressure when the upper edge of the plate is 2 m below the free water surface. 13. A circular plate 3.0 m diameter is immersed in water in such a way that the plane of the plate makes an angle of 60° with the free surface of water. Determine the total pressure and position of centre of pressure when the upper edge of the plate is 2 m below the free water surface. [Ans. 809325 N, 2318 m) [Ans. 228.69 kN, 3.427 m from free surface] 14. Arectangular gate 6 mx2 m is hinged at its base and inclined at 60° to the horizontal as shown in Fig. 3.54. To keep the gate in a stable position, a counter weight of 29430 N is attached at the upper end of the gate. Find the depth of water at which the gate begins to fall. Neglect the weight of the gate and also friction at [Ans. 3.43 m) the hinge and pulley. WATER SURFACE w w HINGE 3 m HINGE 60 Fig.3.54 Fig.3.55 15. An inclined rectangular gate of width 5 m and depth 1.5 m is installed to control the discharge of water as shown in Fig. 3.55. The end A is hinged. Determine the force normal to the gate applied at B to open it. [Ans. 97435.8 N] 16. A gate supporting water is shown in Fig. 3.56. Find the height "A' of the water so that the gate begins to tip about the hinge. Take the width of the gate as unity. 17. Find the total pressure and depth of centre of pressure on a triangular plate of base 3 m and height 3 m which is immersed in water in such a way that plane of the plate makes an angle of 60° with the free surface. The base of the plate is parallel to water surface and at a depth of 2 m from water FREE WATER SURFACE GATE [Ans. 3x 3 m] HINGE Fig. 3.56 surface. [Ans. 126.52 kN, 2.996 m)
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 2 steps with 1 images

Blurred answer
Knowledge Booster
Lateral earth pressure distribution against retaining walls
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning