5. The plane rectangular gate can pivot about the support at B. For the conditions shown, would the gate pivot or not? Neglect the weight of the gate.


5. The plane rectangular gate can pivot about the support at B. For the conditions shown,...
The gate shown is rectangular and has dimensions 6m by 4m. What
is the reaction at point A? Neglect the weight of the gate.
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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...
A slender 9 lb rod can rotate in a vertical plane about a pivot at B. A spring of constant k-30 lb/ft and of unstretched length 6 in. is attached to the rod as shown. The rod is released from rest in the position shown. 1) Determine its angular velocity after the rod has rotated through 45.(1 point) 2) Determine the reaction force at pivot point B after the rod rotated through 45. (1 point) 24 in 5 in. 4...
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...
Q2/ This rectangular gate (3m high and 2m width) shown in Fig.2 below will open automatically when the depth of water (d) becomes large enough. What is the minimum depth that will cause the gate to open? d Pivot 3 mx 2 m) 1.35 m * 1.2 m
A 1-m-diameter cylindrical mass, M, is connected to a 2-m wide rectangular gate as shown in the figure. The gate is to open when the water level, h, drops below 2.0 m. Determine the required value for M. Neglect friction at the gate hinge and the pulley. 4m Water -1-m- diameter im
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.
Q2: This question is about fluid statics... ........... (10 marks) The gate shown in the figure is 3m wide and for the analysis can be considered massless. For what depth of water d ty7will this rectangular gate be in equilibrium as shown? I= 643
Problem 3: A plane gate of uniform thickness holds back a depth of water as shown in the figure. The gate thickness is 2 m, the length L is equal to 3 m, and the angle 0 equals 30°. Determine a. The average pressure on the gate. b. The hydrostatic force F applied to the gate and its components, vertical and horizontal c. Determine the volume of the "missing water" above the gate. What do you fincd interesting about this...
Q2. (20 points) The gate shown below is 5 ft wide. It is hinged at point B and it rests against a smooth wall at A. The gate is rectangular. There is seawater acting on the gate with specific weight Yseawater = 64 lb/ft i. Draw a diagram for this question and show all forces acting on the gate with their locations ii. Find the force acting on the gate iii. Find the location of this force h iv. Find...