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In the figure below, find the force applied on the gate AB. The width of gate...
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...
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...
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...
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...
Calculate the magnitude of the force applied at B needed to keep the gate AB shut....
Calculate the magnitude of the force applied at B needed to keep
the gate AB shut. The gate is hinged at A, and is 2.0 m into the
page. Submit the answer in Newtons.
Open to atmosphere AP04 Air 06m o 9 m Water 1.8 m
Question 2 (15 marks) 1 CLO1 CLO Marks a) A rectangular gate AB in the Figure...
Question 2 (15 marks) 1 CLO1 CLO Marks a) A rectangular gate AB in the Figure 2 is 1.2 m long and 0.8 m wide. Calculate the resultant force FR on the gate and its center of pressure position X. (7 marks) S.G=0.82 1.2 m Note: BX 40° F Figure 2 b) A rectangular, fully enclosed tank 2.4 m long. 1.4 m wide and 0.8 m high is constructed of sheet metal weighing 340N/m. The tank floals in sea water...
1. The width y of a flood defence gate is 6 m and the profile is given by z 3x as shown in Figure...
1. The width y of a flood defence gate is 6 m and the profile is given by z 3x as shown in Figure 1. If water is retained to a depth of z 3 m on the upstream side of the gate, determine forces Fx and Fz acting on the gate. Hence (or otherwise) find the moment M acting about the base of the gate. gate Figure 1 water 3 m
1. The width y of a flood defence...
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.
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.________
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...
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...
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...
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...
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...
Calculate the magnitude of the force applied at B needed to keep
the gate AB shut. The gate is hinged at A, and is 2.0 m into the
page. Submit the answer in Newtons.
Open to atmosphere AP04 Air 06m o 9 m Water 1.8 m
Question 2 (15 marks) 1 CLO1 CLO Marks a) A rectangular gate AB in the Figure 2 is 1.2 m long and 0.8 m wide. Calculate the resultant force FR on the gate and its center of pressure position X. (7 marks) S.G=0.82 1.2 m Note: BX 40° F Figure 2 b) A rectangular, fully enclosed tank 2.4 m long. 1.4 m wide and 0.8 m high is constructed of sheet metal weighing 340N/m. The tank floals in sea water...
1. The width y of a flood defence gate is 6 m and the profile is given by z 3x as shown in Figure 1. If water is retained to a depth of z 3 m on the upstream side of the gate, determine forces Fx and Fz acting on the gate. Hence (or otherwise) find the moment M acting about the base of the gate. gate Figure 1 water 3 m
1. The width y of a flood defence...
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.________
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...
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