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Q2. (b) Compute the magnitude of the hydrostatic force on the circular gate AB and the...
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Comput...
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Compute the location of the hydrostaic foroe acting from the center of the gate c. Compute the horizontal force P required at point B for an equilbrium neglect the weight of the gate (082) 3m9 60
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Compute the...
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...
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate Yo9790...
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate Yo9790 N/m2 (10 marks) Note: for the centroid and moment of inertial of the semicircle, refer to Appendix L in your text book 5 m Water Gate: Side view 3 m B Figure 2
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate Yo9790 N/m2...
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)...
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 m...
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 marks) Y-9790 N/m3 Note: for the centroid and moment of inertial of the semicircle refer to Appendix L in your text book 5 m Water Gate: 3 m Side view Figure 2
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 marks) Y-9790...
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....
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...
B. For each cases shown in Figs. Compute the magnitude of the resultant force on the...
B. For each cases shown in Figs. Compute the magnitude of the resultant force on the indicated area and the location of the center of pressure. Show the resultant force on the area clearly dimension its location. 0.3m T Reservoir for a bydraulic system. Length 1.1 m. Compute force on side AB. 0.36 m Oil (sg=0.93) B 0.2m
B. For each cases shown in Figs. Compute the magnitude of the resultant force on the indicated area and the location of...
a) Determine the resultant force acting on the inclined circular gate. b) Find the location of center of pressure. c) Calculate the minimum weight of the block that can open the gate. (Assume that gate is weightless) (a=60 cm, γwater=9810 N/m3 )
a) Determine the resultant force acting on the inclined circular gate.
b) Find the location of center of pressure.
c) Calculate the minimum weight of the block that can open the gate. (Assume that gate is
weightless)
(a=60 cm, γwater=9810 N/m3
)
Dam Wall (7 marks) Fig 6 6. A circular gate AB of diameter 4 m is...
Dam Wall (7 marks) Fig 6 6. A circular gate AB of diameter 4 m is designed to close the water flowing out from the sloping wall of a dam structure. The gate is hinged at A as in Fig 6. Calculate (a) the magnitude of hydrostatic force acting on the circular gate and (b) the position of hydrostatic force from the water surface. (6 marks) 7. Using the data in Fig 7, (a) find va if vb is 3...
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Compute the location of the hydrostaic foroe acting from the center of the gate c. Compute the horizontal force P required at point B for an equilbrium neglect the weight of the gate (082) 3m9 60
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Compute the...
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...
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate Yo9790 N/m2 (10 marks) Note: for the centroid and moment of inertial of the semicircle, refer to Appendix L in your text book 5 m Water Gate: Side view 3 m B Figure 2
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate Yo9790 N/m2...
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)...
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 marks) Y-9790 N/m3 Note: for the centroid and moment of inertial of the semicircle refer to Appendix L in your text book 5 m Water Gate: 3 m Side view Figure 2
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 marks) Y-9790...
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...
B. For each cases shown in Figs. Compute the magnitude of the resultant force on the indicated area and the location of the center of pressure. Show the resultant force on the area clearly dimension its location. 0.3m T Reservoir for a bydraulic system. Length 1.1 m. Compute force on side AB. 0.36 m Oil (sg=0.93) B 0.2m
B. For each cases shown in Figs. Compute the magnitude of the resultant force on the indicated area and the location of...
Dam Wall (7 marks) Fig 6 6. A circular gate AB of diameter 4 m is designed to close the water flowing out from the sloping wall of a dam structure. The gate is hinged at A as in Fig 6. Calculate (a) the magnitude of hydrostatic force acting on the circular gate and (b) the position of hydrostatic force from the water surface. (6 marks) 7. Using the data in Fig 7, (a) find va if vb is 3...
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