The gate shown is 3.0 m wide (into the page), hinges around the bottom point, and for the purposes of this analysis can be considered massless. A weight is attached to the top point, and is threaded through a frictionless pulley. For what depth of water (d) will this rectangular gate be in equilibrium at an angle of 60o as shown?

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A: The width of gate AB w=2 ft The water density =62.4 psf

Q: The thin plate depicted below is submerged in water with weight density 62.4 lb/ft³. What is the…

A: The weight density of water is ρg=62.4 lb/ft3

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Q: b) A wooden Cylinder of diameter d' and length 2d flouts in water with its ixis vertical, Is the…

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Q: 4. Find the force on the following triangular submerged plate in water and location of its center of…

A: Introduction: The pressure produced by a fluid at equilibrium owing to gravity at a specific place…

Q: Water a b A B -F₁ Gate: Side view Gate AB in the given image is semicircular, hinged at B, and held…

A: Given data  Dimensions  a=7m b = 5 m Density of water = 1000kg/m3 Find the force F1 required to hold…

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Q: B3. A rectangular plate of width 45 mm, depth =65 mm is vertically placed in water in such a way…

A: Solution is given below.

Q: QuestionPlate AB of width =2m, supported by a cable at B and hinge at A. unit weight of water…

A: Hydrostatic force  Hydrostatic forces are the resultant force caused by the pressure loading of a…

Q: n this way, ignore the weight of the cover. The circular cover is 4m wide and is hinged from A.…

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Q: Gate AB in fig. (2.9) is 1.2 m long and 0.8 m wide. Calculate the force F on the gate and its center…

A: The schematic diagram of the gate is as follows:

Q: The gate shown is hinged at (0) contains water on one side and oil on the other. What force (F) is…

A: The expression for the area of the gate on the water side can be written as, A1=0.7 m2.8 m=1.96 m2…

Q: A rectangular plane surface b = 1 m and d = 3 + 0 lies in water such a way that its plane make an…

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Q: B3. A circular plate of diameter 2.25 m is vertically placed in water in such a way that the centre…

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Q: The gate shown in the figure is in raised position but initially is not filled with water. (a.) If…

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Q: The gate shown below has a homogeneous depth into the page of 5 meters. Label all parameters and…

A: Given:The width is  the height is the density of water is

Q: Watersurface. -3 m hinged. gate P 3 m

A: Given data:-specific weight of water, ω=9810N/m3weight of gate, W=800NNow,length of the gate,…

Q: The can in Fig.  fl oats in the position shown. Whatis its weight in N?

A: Given Submerged height = 8 cm Floated height = 3 cm Specific weight of water = 9790 N/m3 Diameter of…

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Q: 0.22wm CYLDER Lm CYLINDER ANCHOR

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Q: A plate in the shape of an isosceles right triangle with side length 4 meters is submerged in water…

A: To calculate the hydrostatic force on one side of the plate.given side length

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Q: B3. A rectangular plate of width 35 mm, depth =85 mm is vertically placed in water in such a way…

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Q: A tank holds water (density of 995.7 kg/m3) with a triangular gate located at the bottom right. The…

A: Given data, Density of water, ρ=995.7 kg/m3 Base of triangle, b=0.7 m height of triangle, h=1.4 m…

Q: In the water, a square plate with (side a) is lying vertically, with its upper horizontal edge…

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Q: i attached the screenshot please help me to find the answer of the  wrong one

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Q: 3- Find the total pressure and position of center of pressure FREE WATER SURFACE on a triangular…

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Q: micircular gate with a radius R 5 ft is hinged along B and held by a horizontal force applied at A.…

A: Given:R= 5 ftH=40 ftF=200032 lbf

Q: diagram, Calculate the center of pressure of the circular plate. (3 marks) FREE SURFACE 2.5 m h* 2 m

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Q: 6m $6,ster 1.025 seas A semicircular 4m gate

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Q: The gate shown in Figure 5 has a mass of 225 kg/m normal to the screen/page and is normal to the…

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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.