Compute the hydrostatic force ( Select ] acting for a gate 3 m wide and 2.0m high has a Compute the hydrostatic force [Select) v acting for a gate 3 m wide and 2.0m high has a water on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of the water on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of the gate. Compute the distance (Select] [ Select] 0.898 m v of the center pressure from (B) and the force gate. Compute the distance [ Select ] v of the center of pressure from (B) and the force ( Select) eeded at the bottom (A) to open the gate. ( Select ) v perpendicular to the gate needed at the bottom (A) to open the gate. 1.102 m (Select 1.201 m 1.0 m 62.362 kN 47.395 kN 37.417 kN 74.835 kN 42.406 kN 160 im hinge hinge gate gate 2m 2m 45 45
Compute the hydrostatic force ( Select ] acting for a gate 3 m wide and 2.0m high has a Compute the hydrostatic force [Select) v acting for a gate 3 m wide and 2.0m high has a water on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of the water on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of the gate. Compute the distance (Select] [ Select] 0.898 m v of the center pressure from (B) and the force gate. Compute the distance [ Select ] v of the center of pressure from (B) and the force ( Select) eeded at the bottom (A) to open the gate. ( Select ) v perpendicular to the gate needed at the bottom (A) to open the gate. 1.102 m (Select 1.201 m 1.0 m 62.362 kN 47.395 kN 37.417 kN 74.835 kN 42.406 kN 160 im hinge hinge gate gate 2m 2m 45 45
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter16: Lateral Earth Pressure
Section: Chapter Questions
Problem 16.18P: For the data given in this problem, determine the magnitude of the active thrust on the wall...
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Question
![Compute the hydrostatic force (Select]
acting for a gate 3 m wide and 2.0m high has a
Compute the hydrostatic force ( Select ]
v acting for a gate 3 m wide and 2.0m high has a
water on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of the
water on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of the
gate. Compute the distance (Select)
[ Select]
0.898 m
1.102 m
v of the center of pressure from (B) and the force
gate. Compute the distance (Select]
of the center of pressure from (B) and the force
( Select )
eeded at the bottom (A) to open the gate.
( Select]
perpendicular to the gate needed at the bottom (A) to open the gate.
1.201 m
[ Select ]
1.0 m
62.362 kN
47.395 kN
37.417 kN
74.835 kN
42.406 kN
160 m
hinge
hinge
gate
gate
2m
2m
45
) 45](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F68663068-1744-417c-9cc3-2a72f0297356%2Fd5cc7791-3d74-4b10-8eb2-2395398f483e%2F9ucfojr_processed.png&w=3840&q=75)
Transcribed Image Text:Compute the hydrostatic force (Select]
acting for a gate 3 m wide and 2.0m high has a
Compute the hydrostatic force ( Select ]
v acting for a gate 3 m wide and 2.0m high has a
water on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of the
water on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of the
gate. Compute the distance (Select)
[ Select]
0.898 m
1.102 m
v of the center of pressure from (B) and the force
gate. Compute the distance (Select]
of the center of pressure from (B) and the force
( Select )
eeded at the bottom (A) to open the gate.
( Select]
perpendicular to the gate needed at the bottom (A) to open the gate.
1.201 m
[ Select ]
1.0 m
62.362 kN
47.395 kN
37.417 kN
74.835 kN
42.406 kN
160 m
hinge
hinge
gate
gate
2m
2m
45
) 45
![Compute the hydrostatic force [Select ]
v acting for a gate 3 m wide and 2.0m high has a
Compute the hydrostatic force ( Select ]
(Select]
water on one side and is incline 86.004 kN
water on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of the
v acting for a gate 3 m wide and 2.0m high has a
gate. Compute the distance (Select ]
of the center of pressure from (B) and the force
Water is 1.60 m above the top of the
113.164 kN
gate. Compute the distance
the center of pressure from (B) and the force
[ Select]
v perpendicular to the gate needed at the bottom (A) to open the gate.
67.898 kN
135.796 kN
( Select]
76.951 kN
Jed at the bottom (A) to open the gate.
hinge
hinge
- gate
gate
2m
45
2m
45](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F68663068-1744-417c-9cc3-2a72f0297356%2Fd5cc7791-3d74-4b10-8eb2-2395398f483e%2Fcp912ih_processed.png&w=3840&q=75)
Transcribed Image Text:Compute the hydrostatic force [Select ]
v acting for a gate 3 m wide and 2.0m high has a
Compute the hydrostatic force ( Select ]
(Select]
water on one side and is incline 86.004 kN
water on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of the
v acting for a gate 3 m wide and 2.0m high has a
gate. Compute the distance (Select ]
of the center of pressure from (B) and the force
Water is 1.60 m above the top of the
113.164 kN
gate. Compute the distance
the center of pressure from (B) and the force
[ Select]
v perpendicular to the gate needed at the bottom (A) to open the gate.
67.898 kN
135.796 kN
( Select]
76.951 kN
Jed at the bottom (A) to open the gate.
hinge
hinge
- gate
gate
2m
45
2m
45
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