A reservoir is filled with water of density ρ. The depth of the water is ℎ. A gate is used to block the water on the right side as shown in the figure. The gate is hinged at the free surface level (z = 0), and a cable is attached to the gate ℎ/2 above the hinge. Compute how much pulling force F is needed to keep the gate closed. The atmospheric pressure is a constant p=p0 in case needed. The width (horizontal length) of the gate is W.

Q: 3. The gate ABC as shown in Figure 3 is hinged at C and is in the form of quarter-circle wall of…

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Q: the distance in meters from the bottom of the reservoir to the center of pressure?

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Q: A vertical dam has a semicircular gate as shown in the figure. The total depth d of the figure is 42…

A: To Find :  The hydro static force  Given :  The depth of figure is d=42 m The widht of the gate is…

Q: The lower part of A₁ is resting on the ground, while A2 is elevated at y = 0.39d1 where di is the…

A: Given data:- Y1=0 y2 =0.39 d1=0.39×0.9 m=0.351 m The diameter of the larger pipe d1=0.9 m. The…

Q: Problem 2 Two open water tanks are connected through a manometer as shown in the figure below. (a)…

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Q: ir pressure in the top of the bottle is olume of pon remains at 2 liters

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Q: A circular surface (gate) submerged in water at an inclined angle of 45° as shown in the figure. If…

A: A submerged body underwater experiences a hydrostatic force due to pressure loading. This force is…

Q: Find out the pressure difference between pipes A and B if A contains water and B contains oil of…

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Q: Question 2 The curved surface given in the figure is defined by y = 3vx. Determine the horizontal…

A: Question 2: Given: The equation of curved line, y=3x1/2 The width of gate, b = 2 m

Q: If the wall in following figure is 4 m long, calculate the total force on the wall due to the oil…

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Q: 1- Panel BC in the figure is circular. Compute (a) the hydrostatic force of the water on the panel;…

A: Given:The panel BC is circular.

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.