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The rigid gate, OAB, of figure 2-7 is hinged at O and rests against a rigid support at B. What minimum horizantal force, P, is required to hold the gate closed if its width is 3 m. Neglect the weight of the gate and friction at its hinge.
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.
The rigid gate, OAB, of Fig. P11.23 is hinged at O and rests against a rigid support at B. What minimum horizontal force, P, is required to hold the gate closed if its width is 3 m? Neglect the weight of the gate and friction in the hinge. The back of the gate is exposed to the atmosphere.
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...
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...
For the concrete dam shown below, determine the minimum width in feet of the dam, b, so lb 3 that it does not tip about its toe, A. Take the unit weight of concrete as yconcrete- 142 ft lb and that of water as Ywater - 62.4 3 ft 66 ft ft Determine the coefficient of friction required to prevent the dam from slipping downstream
For the concrete dam shown below, determine the minimum width in feet of the dam,...
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...