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A cantilever type gate hinged at Q is shown in the figure. P and R are...
A water gate is shown below. The gate is hinged at the top (point A) and...
A water gate is shown below. The gate is hinged at the top (point A) and held in place with a stop at the bottom. The weight W is designed to counteract the hydrostatic force acting on the gate. The gate is 4 m high and 2 m wide. The water depth d = 5m. Answer the questions below, using a water density of 1000 kg/m3, and g = 9.81 m/s2. Calculate the average hydrostatic pressure acting on the gate....
Consider the gate shown in the figure below. Note the gate is hinged at location A....
Consider the gate shown in the figure below. Note the gate is hinged at location A. If the liquid behind the gate has a specific gravity of 1.4, answer the questions below: Calculate the resultant force applied by the fluid on the gate_______Calculate the location of the resultant force in question 1_______Calculate the force at B (F_B) needed to keep the gate closed.________
A rectangular gate having a width of 4 ft is located in the sloping side of a tank as shown in the figure below. The gate is hinged along its top edge and is held in position by the force P. Friction...
A rectangular gate having a width of 4 ft is located in the sloping side of a tank as shown in the figure below. The gate is hinged along its top edge and is held in position by the force P. Friction at the hinge and the weight of the gate can be neglected. Determine the required value of P. Water 29 ft Hinge Gate 60° lb
A rectangular gate having a width of 4 ft is located in the...
5000 kg A rectangular gate 5 m by 2 m is hinged at its based and...
5000 kg A rectangular gate 5 m by 2 m is hinged at its based and inclined at 60° to the horizontal as shown in below figure. To keep the gate in a stable position, a counter weight of 5000 kgf is attached at the upper end of the gate as shown in the figure. (Note = Neglect the weight of the gate) Hence 1 kgf = 9.81 N a) Draw the free body diagram for the gate b) Draw...
The rigid gate, OAB, in Figure is hinged at O and rests against a rigid support at B. What is the minimum horizontal force, P, is required to hold the gate closed if its width is 4 m? Neglect the weight of the gate and friction in the hinge The back of th
The rigid gate, OAB, in Figure is
hinged at O and rests against a
rigid support at B. What is the
minimum horizontal force, P, is
required to hold the gate closed
if its width is 4 m? Neglect the
weight of the gate and friction in
the hinge The back of the gate is
exposed to the atmosphere.
A channel is closed by a rectangular gate shown in the Figure below. The gate which...
A channel is closed by a rectangular gate shown in the Figure below. The gate which is hinged at the red circle in the figure is 7 m high and 1 m wide. It has seawater to the left to a depth of 7 m above the baseline and on the right has freshwater to a depth of 9.5 m above the baseline. The density of seawater is 1025 kg/m2, and density of freshwater is 1000 kg/m. Calculate the positive...
Gate AB in Figure A2 is a homogeneous mass of 180 kg, 1.2 m wide into...
Gate AB in Figure A2 is a homogeneous mass of 180 kg, 1.2 m wide into the paper, hinged at A, and resting on a smooth bottom at B. All fluids are at 200 C. a) If the moment about the centre of gravity of a submerged plate at an angle e is defined as FYCP = Then show that this moment is given by [5marks] [3 marks b) Draw a diagram with all forces acting on the gate AB...
solve all please Gate AB in the figure below is a quarter circle 3 m wide into the paper and hinged at B. A jet of water with velocity V, is directed radially toward the gate exactly in its middle...
solve all please
Gate AB in the figure below is a quarter circle 3 m wide into the paper and hinged at B. A jet of water with velocity V, is directed radially toward the gate exactly in its middle. The jet diameter is 5 cm and it flows smoothly on the surface of the gate without friction. The gate has a mass of 300 kg. The centroide ofa quarter circle area is located at a dste m from the...
3. The inclined surface shown in Figure below is hinged along edge A. The surface is...
3. The inclined surface shown in Figure below is hinged along edge A. The surface is 5 m wide. a. Determine the resultant force, Fr, of the water on the inclined surface. (15 p) b. Find the location of FR (center of pressure) (15 p) D = 2 m 130° L = 4 m Net hydrostatic pressure distribution on gate.
just follow the r which is 22 just follow thw w =4 this subject is fluids...
just follow the r which is 22
just follow thw w =4
this subject is fluids
pls answer both question
QUESTION 2 [20 MARKSI A quarter circular gate with radius R (in meter) and length L (in meter) holds water from a dam and is hinged at point B as shown in Figure 2. R is the right digit (in the ones' place) of your age in 2020. L is the left digit (in the tens' place) of your age...
Consider the gate shown in the figure below. Note the gate is hinged at location A. If the liquid behind the gate has a specific gravity of 1.4, answer the questions below: Calculate the resultant force applied by the fluid on the gate_______Calculate the location of the resultant force in question 1_______Calculate the force at B (F_B) needed to keep the gate closed.________
A rectangular gate having a width of 4 ft is located in the sloping side of a tank as shown in the figure below. The gate is hinged along its top edge and is held in position by the force P. Friction at the hinge and the weight of the gate can be neglected. Determine the required value of P. Water 29 ft Hinge Gate 60° lb
A rectangular gate having a width of 4 ft is located in the...
5000 kg A rectangular gate 5 m by 2 m is hinged at its based and inclined at 60° to the horizontal as shown in below figure. To keep the gate in a stable position, a counter weight of 5000 kgf is attached at the upper end of the gate as shown in the figure. (Note = Neglect the weight of the gate) Hence 1 kgf = 9.81 N a) Draw the free body diagram for the gate b) Draw...
A channel is closed by a rectangular gate shown in the Figure below. The gate which is hinged at the red circle in the figure is 7 m high and 1 m wide. It has seawater to the left to a depth of 7 m above the baseline and on the right has freshwater to a depth of 9.5 m above the baseline. The density of seawater is 1025 kg/m2, and density of freshwater is 1000 kg/m. Calculate the positive...
Gate AB in Figure A2 is a homogeneous mass of 180 kg, 1.2 m wide into the paper, hinged at A, and resting on a smooth bottom at B. All fluids are at 200 C. a) If the moment about the centre of gravity of a submerged plate at an angle e is defined as FYCP = Then show that this moment is given by [5marks] [3 marks b) Draw a diagram with all forces acting on the gate AB...
solve all please
Gate AB in the figure below is a quarter circle 3 m wide into the paper and hinged at B. A jet of water with velocity V, is directed radially toward the gate exactly in its middle. The jet diameter is 5 cm and it flows smoothly on the surface of the gate without friction. The gate has a mass of 300 kg. The centroide ofa quarter circle area is located at a dste m from the...
3. The inclined surface shown in Figure below is hinged along edge A. The surface is 5 m wide. a. Determine the resultant force, Fr, of the water on the inclined surface. (15 p) b. Find the location of FR (center of pressure) (15 p) D = 2 m 130° L = 4 m Net hydrostatic pressure distribution on gate.
just follow the r which is 22
just follow thw w =4
this subject is fluids
pls answer both question
QUESTION 2 [20 MARKSI A quarter circular gate with radius R (in meter) and length L (in meter) holds water from a dam and is hinged at point B as shown in Figure 2. R is the right digit (in the ones' place) of your age in 2020. L is the left digit (in the tens' place) of your age...
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