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4. Consider the pressure distribution acting on the side of the tank as shown below. (A)...
Please show the orientation of the resultant force on the inclined side. 9-115. The storage tank...
Please show the orientation of the resultant force on the
inclined side.
9-115. The storage tank contains oil having a specific weight of γ0-56 lb/ft. If the tank is 6 ft wide, calculate the resultant force acting on the inclined side BC of the tank, caused by the oil, and specify its location along BC measured from B. Also compute the total resultant force acting on the bottom of the tank. i0 ft 2 ft s ft 4 Tt
The tank contains a fluid with a specific weight of 80.7 lb/ft3 . Determine (a) magnitude...
The tank contains a fluid with a specific weight of 80.7 lb/ft3
. Determine (a) magnitude of the resultant force exerted by the
fluid on the bottom of the tank; (b) magnitude of the resultant
force exerted by the fluid on side ABCD; (c) location of the center
of pressure on side ABCD (vertical distance below liquid surface);
(d) magnitude of the resultant force exerted by the fluid on side
AEFD; (e) location of the center of pressure on side...
An open tank has a vertical partition and on one side contains gasoline with a density...
An open tank has a vertical partition and on one side contains gasoline with a density p-580 kg/m at a depth of 4.6 m, as shown in the figure below. A rectangular gate that is 4.6 m high and 2 m wide and hinged at one end is located in the partition. Water is slowly added to the empty side of the tank. At what depth, h, will the gate start to open? Assumeh 46 m. Partition Concepts: The pressure...
An open tank has a vertical partition and on one side contains gasoline with a density...
An open tank has a vertical partition and on one side contains gasoline with a density p = 770 kg/m3 at a depth of 8.7 m, as shown in the figure below. A rectangular gate that is 8.7 m high and 2 m wide and hinged at one end is located in the partition. Water is slowly added to the empty side of the tank. At what depth, h, will the gate start to open? -Partition Stop 8.7m Water Gasoline...
Please answer question 2 and 2.1 Question 2 The shown tank contains (specific gravity = 1.10)....
Please answer question 2 and 2.1
Question 2 The shown tank contains (specific gravity = 1.10). orange drink Orange drink (sg = 1.10) 3.0 m 4.6 m 2.4-m diameter Circular view port 2.1. If the tank vent is open to atmosphere, determine (i) the resultant force acting on the round view port and (ii) the location of the center of pressure, measured from the free water level in the tank. (10)
problem 4: For the retaining wall shown, Determine a. the active lateral earth pressure distribution b....
problem 4: For the retaining wall shown, Determine a. the active lateral earth pressure distribution b. the passive lateral earth pressure distribution c. the magnitude and location of the active lateral force on the wall d. the magnitude and location of the passive lateral force on the wall e. the depth of crack from the surface [use Rankine method] Ignore hydrostatic pressure. y 110 pcf p 12, C 420 psf 30' Y 110 pcf φ 100 C 500 psf Y...
Tank shown below with orifice 2 inches in diameter located on the side of the tank....
Tank shown below with orifice 2 inches in diameter located on the side of the tank. a. Determine total energy at the liquid surface in ft. consider orifice as datum. Air: p = 20 lbf/in-abs P. = 14.7 lbf/in2 abs
Question 4 10 pts A rectangular concrete water tank for a small irrigation project in Bolivia...
Question 4 10 pts A rectangular concrete water tank for a small irrigation project in Bolivia has inside dimensions of om long by 5m wide by 2m tall. What is the magnitude of the force acting on the long wall (6m x 2m) of the tank when the tank is completely full of water? 128.7 KN 117.7 KN 136.5 kN 124.1 KN Question 5 10 pts How far below the surface of the water would the resultant force in problem...
1. Find the pressure at B 2. Find the pressure at C 3. The total Resultant...
1. Find the pressure at B
2. Find the pressure at C
3. The total Resultant Force exerted on the wall BC
Find the height above the bottom of the tank the
Resultant force acts
QUESTION 3 The storage tank shown contains a sludge (Specific Weight y = 9.35 kN/m”). The tank is 4 m wide (into the plane of the page) Α r = 2.15 m 3 m Yuseon = 9.35 KM
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...
Please show the orientation of the resultant force on the
inclined side.
9-115. The storage tank contains oil having a specific weight of γ0-56 lb/ft. If the tank is 6 ft wide, calculate the resultant force acting on the inclined side BC of the tank, caused by the oil, and specify its location along BC measured from B. Also compute the total resultant force acting on the bottom of the tank. i0 ft 2 ft s ft 4 Tt
The tank contains a fluid with a specific weight of 80.7 lb/ft3
. Determine (a) magnitude of the resultant force exerted by the
fluid on the bottom of the tank; (b) magnitude of the resultant
force exerted by the fluid on side ABCD; (c) location of the center
of pressure on side ABCD (vertical distance below liquid surface);
(d) magnitude of the resultant force exerted by the fluid on side
AEFD; (e) location of the center of pressure on side...
An open tank has a vertical partition and on one side contains gasoline with a density p-580 kg/m at a depth of 4.6 m, as shown in the figure below. A rectangular gate that is 4.6 m high and 2 m wide and hinged at one end is located in the partition. Water is slowly added to the empty side of the tank. At what depth, h, will the gate start to open? Assumeh 46 m. Partition Concepts: The pressure...
An open tank has a vertical partition and on one side contains gasoline with a density p = 770 kg/m3 at a depth of 8.7 m, as shown in the figure below. A rectangular gate that is 8.7 m high and 2 m wide and hinged at one end is located in the partition. Water is slowly added to the empty side of the tank. At what depth, h, will the gate start to open? -Partition Stop 8.7m Water Gasoline...
Please answer question 2 and 2.1
Question 2 The shown tank contains (specific gravity = 1.10). orange drink Orange drink (sg = 1.10) 3.0 m 4.6 m 2.4-m diameter Circular view port 2.1. If the tank vent is open to atmosphere, determine (i) the resultant force acting on the round view port and (ii) the location of the center of pressure, measured from the free water level in the tank. (10)
problem 4: For the retaining wall shown, Determine a. the active lateral earth pressure distribution b. the passive lateral earth pressure distribution c. the magnitude and location of the active lateral force on the wall d. the magnitude and location of the passive lateral force on the wall e. the depth of crack from the surface [use Rankine method] Ignore hydrostatic pressure. y 110 pcf p 12, C 420 psf 30' Y 110 pcf φ 100 C 500 psf Y...
Tank shown below with orifice 2 inches in diameter located on the side of the tank. a. Determine total energy at the liquid surface in ft. consider orifice as datum. Air: p = 20 lbf/in-abs P. = 14.7 lbf/in2 abs
Question 4 10 pts A rectangular concrete water tank for a small irrigation project in Bolivia has inside dimensions of om long by 5m wide by 2m tall. What is the magnitude of the force acting on the long wall (6m x 2m) of the tank when the tank is completely full of water? 128.7 KN 117.7 KN 136.5 kN 124.1 KN Question 5 10 pts How far below the surface of the water would the resultant force in problem...
1. Find the pressure at B
2. Find the pressure at C
3. The total Resultant Force exerted on the wall BC
Find the height above the bottom of the tank the
Resultant force acts
QUESTION 3 The storage tank shown contains a sludge (Specific Weight y = 9.35 kN/m”). The tank is 4 m wide (into the plane of the page) Α r = 2.15 m 3 m Yuseon = 9.35 KM
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...
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