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다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Comput...
Q2. (b) Compute the magnitude of the hydrostatic force on the circular gate AB and the...
Q2. (b) Compute the magnitude of the hydrostatic force on the circular gate AB and the location of the center of pressure from the top. Assume p. -1000 kg im". [14] 0:45 1.5 C w
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...
Gate AB in Fig.P2.65 is semicircular, hinged at B, and held by a horizontal force P...
Gate AB in Fig.P2.65 is semicircular, hinged at B, and held by a horizontal force P at A. What force P is required for equilibrium?
Given the length Lis Pm, and height His Im, determine the hydrostatic Force on gate {F},...
Given the length Lis Pm, and height His Im, determine the hydrostatic Force on gate {F}, Location of the center of gravity at the inclined surface(y bar) {y}, location of the center of gravity from the water surface (vertical, h bar) {h}, Location of hydrostatic force from the water surface (inclined) {ycp), and Force {P} necessary to just start opening the ſm-wide gate. Neglect the weight of the gate. Water unit weight 911. N/m Hing 2 m-wide gate H (m)...
Gate AB in the given image is semicircular, hinged at B, and held by a horizontal...
Gate AB in the given image is semicircular, hinged at B, and held by a horizontal force P at A. For a = 1.8 m, and force P = 40000 N required for equilibrium, calculate the radius of the gate b in meters. Water Gate: Side view - - - - -
What is the resultant hydrostatic force on the gate? What is the distance of the line...
What is the resultant hydrostatic force on the gate?
What is the distance of the line of action (or the center of
pressure) of the resultant hydrostatic from the shaft?
If the weight of the gate is assumed negligible, what is the
magnitude of the force
based on problem 2.49 in text A semicircular gate is installed in the side of water storage reservoir that is at angle of 0=60 reservoir. The depth of water in the tank is H...
CIVIL ENGINEERING - FLUIDS QUESTION ABOUT HYDROSTATIC FORCE, CENTROIDS, & MOMENT OF INERTIA - SEE PHOTO...
CIVIL ENGINEERING - FLUIDS QUESTION ABOUT HYDROSTATIC FORCE,
CENTROIDS, & MOMENT OF INERTIA - SEE PHOTO
PLEASE EXPLAIN & SHOW STEPS!!! Also please write clearly!
THANKS SO MUCH!
IV. 25 points] An rectangular gate is hinged along its upper edge (at point "A"). The face of the gate has dimensions h by b, as shown in the figure. The fluid has a specific weight γ. A. 7 points] Determine the magnitude of the hydrostatic force acting on the gate. B....
3) A35 m long gate is a quarter circle and hinged at point H. Determine the...
3) A35 m long gate is a quarter circle and hinged at point H. Determine the horizontal force, P, required to hold the gate in place. Neglect friction of the hinge and the weight of the plate. F 30 1.5 m
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.
In the crest gate in a dam shown, surface AB forms the arc of a circle of 3 m radius subtending 5 at the hinge. The gate is 3 m long with water surface at B. Compute the amount and location of t...
In the crest gate in a dam shown, surface AB forms the arc of a circle of 3 m radius subtending 5 at the hinge. The gate is 3 m long with water surface at B. Compute the amount and location of the horizontal and vertical components of the total hydrostatic force on AB. Determine also the amount and direction of their resultant. 2. 2 m 3
In the crest gate in a dam shown, surface AB forms the arc...
Q2. (b) Compute the magnitude of the hydrostatic force on the circular gate AB and the location of the center of pressure from the top. Assume p. -1000 kg im". [14] 0:45 1.5 C w
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...
Gate AB in Fig.P2.65 is semicircular, hinged at B, and held by a horizontal force P at A. What force P is required for equilibrium?
Given the length Lis Pm, and height His Im, determine the hydrostatic Force on gate {F}, Location of the center of gravity at the inclined surface(y bar) {y}, location of the center of gravity from the water surface (vertical, h bar) {h}, Location of hydrostatic force from the water surface (inclined) {ycp), and Force {P} necessary to just start opening the ſm-wide gate. Neglect the weight of the gate. Water unit weight 911. N/m Hing 2 m-wide gate H (m)...
Gate AB in the given image is semicircular, hinged at B, and held by a horizontal force P at A. For a = 1.8 m, and force P = 40000 N required for equilibrium, calculate the radius of the gate b in meters. Water Gate: Side view - - - - -
What is the resultant hydrostatic force on the gate?
What is the distance of the line of action (or the center of
pressure) of the resultant hydrostatic from the shaft?
If the weight of the gate is assumed negligible, what is the
magnitude of the force
based on problem 2.49 in text A semicircular gate is installed in the side of water storage reservoir that is at angle of 0=60 reservoir. The depth of water in the tank is H...
CIVIL ENGINEERING - FLUIDS QUESTION ABOUT HYDROSTATIC FORCE,
CENTROIDS, & MOMENT OF INERTIA - SEE PHOTO
PLEASE EXPLAIN & SHOW STEPS!!! Also please write clearly!
THANKS SO MUCH!
IV. 25 points] An rectangular gate is hinged along its upper edge (at point "A"). The face of the gate has dimensions h by b, as shown in the figure. The fluid has a specific weight γ. A. 7 points] Determine the magnitude of the hydrostatic force acting on the gate. B....
3) A35 m long gate is a quarter circle and hinged at point H. Determine the horizontal force, P, required to hold the gate in place. Neglect friction of the hinge and the weight of the plate. F 30 1.5 m
In the crest gate in a dam shown, surface AB forms the arc of a circle of 3 m radius subtending 5 at the hinge. The gate is 3 m long with water surface at B. Compute the amount and location of the horizontal and vertical components of the total hydrostatic force on AB. Determine also the amount and direction of their resultant. 2. 2 m 3
In the crest gate in a dam shown, surface AB forms the arc...
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