Compute the hydrostatic force (Select]acting for a gate 3 m wide and 2.0m high has aCompute the hydrostatic force ( Select ]v acting for a gate 3 m wide and 2.0m high has awater on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of thewater on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of thegate. Compute the distance (Select)[ Select]0.898 m1.102 mv of the center of pressure from (B) and the forcegate. 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 m62.362 kN47.395 kN37.417 kN74.835 kN42.406 kN160 mhingehingegategate2m2m45) 45 Compute the hydrostatic force [Select ]v acting for a gate 3 m wide and 2.0m high has aCompute the hydrostatic force ( Select ](Select]water on one side and is incline 86.004 kNwater on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of thev acting for a gate 3 m wide and 2.0m high has agate. Compute the distance (Select ]of the center of pressure from (B) and the forceWater is 1.60 m above the top of the113.164 kNgate. Compute the distancethe 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 kN135.796 kN( Select]76.951 kNJed at the bottom (A) to open the gate.hingehinge- gategate2m452m45

Using concept of hydrostatic force and centre of pressure

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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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

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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