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 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...
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...
In the figure below, find the force applied on the gate AB. The width of gate is 6 ft. Ignore the weight of the gate. (Note: Moment M keeps the gate closed, however, you do not need to calculate it) B 3007 TILLLLLLLLLLL M 3 PEL Water 32 S.G. 6.0
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...
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...
The wall separates water and glycerin (p=120 kg/m^3). Consider a unit width of the rectangular panel AB when d=6ft. (a) Using the panel equations, determine F1, the hydraulic force (in lb) acting on the gate due to water? (b) Where is the line of action of F1 relative to point B in feet? (c) Using the panel equation, determine F2, the hydraulic force (in lb) acting on the gate due to glycerine? (d) Where is the line of action of...
CVE 3303F) /Page 3 of 6 b) A quadrant of a circle sluice gate (as shown in Figure Q2 (b) with radius 1.5 m pivoted as its centre O (G centre of gravity). When the water is level with the pivot O Calculate the magnitude and dircction of the resultant force on the gate, due to the water and the running moment required to open the gate. The width of the gate is 3 m and it has a mass...
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...
Calculus Find the centroid of the region in the first quadrant bounded by the given curves. y = x4, x=yt (3, 3) = ( A vertical dam has a semicircular gate as shown in the figure. The total depth d of the figure is 14 m, the height h of air above the water level is 2 m, and the width w of the gate is 2 m. Find the hydrostatic force against the gate. (Round your answer to the...
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...