(c) Determine the magnitude and location of the resultant force acting on the vertical wall shown using pressure prism concept (width = 1.0 m). What is the limitation of using this concept? Patm 1.0 m Oil (0.9) 1.5 m Water (1.0)
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A: Given, Unit weight of water, γw=9.81KN/m3length, L=4.5mR1=2mR2=3mH=R1+R2=5Horizontal component of…
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A: Hydrostatic Force On The Plane Is Given By FH=Pavg×Area Where Pavg Is Given By Pavg=ρghcPavg=ρgh2
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A: Radius of cylinder, R=4 ftlength of the cylinder, l=8 ft
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Q: 5. Calculate the net hydrostatic force per unit width on the rectangular panel AB and its location…
A: Answer: ◆The net hydrostatic force per unit width on the rectangular panel AB is 28.88304 kN. ◆ It's…
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Q: 7. An open tank contains 5.7 m of water covered with 2.8 m of kerosene (y=8.0 kN/m³ ). Find the…
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Q: Solve the hydrostatic force components of AB, BC, and CD using the general solution. Be sure to…
A: given; →DC=1m→AB=2.5m→CB=8m→density of water (ρ)=1000kg/m3
Q: Q1:Find the location of resultant force( F)of the water on the triangular gate and the force(P)…
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Q: 3. Determine the vertical and horizontal forces on the cylinder shown in Fig. below. The cylinder is…
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Q: QUESTION 4 A 15 m long sluice gate is a quarter of a circle and is hinged at H, as shown in figure…
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Q: The contractor ran out of gunite mixture and fi nished thedeep corner of a 5-m-wide swimming pool…
A: Assumptions Density of water 1000 kg/m3 Net vertical force can be determined as
Q: Q2 Water rises to level E in the pipe attached to tank ABCD in Fig. 3-4. Neglecting the weight of…
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Q: 3 sho + |니 31 tat
A: x¯= is the vertical distance of center of gravity x¯= 3+42 =5 m force in horizontal direction FH=…
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A: In this experiment, when the quadrant is immersed by adding water to the tank, the hydrostatic force…
Q: 5. Compute the resultant force on the gate the location of the center of pressure. Draw an FBD…
A: Given: The weight density of the water, γ = 9810 kg/m^3 The specific gravity of turpentine, SG =…
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A: Given data: Depth of the lake, hd =150 ft Length of the lake, l = 800 ft Diameter of tunnel, d = 40…
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Q: Q1:- A steel cylinder floats on water, find the relative density of cylinder if the depth of…
A: Given data: The density of the of water is ρ=1000 kgm3 The depth of submergence is h=70 mm=0.07 m…
Q: Water Hinge If R=0.88 m and h=3.8 m, calculate the value of the force F needed to maintain the gate…
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Q: A dam having a triangular section has a vertical face 30m high and base 15m wide. Use SG= 2.4.…
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Q: The flat surface shown is submerged vertically in water. Find the fluid force against the surface.…
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Q: Find the force applied by support BC to the gate AB. The width of the gate and support is 3 m and…
A: Given, W=1500 N Width, w=3 m
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A: givensubmerged area of the water as shown below
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A: Height of the rectangular tank, Htank= 7 m Side of the square base, B= 5 m Tank is half-filled with…
Q: Q3: - A rectangular gate 1.5m wide and 2.5m high is located as shown. Find the force on gate and its…
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Q: 1- A 60 cm square gate has its top edge 12 m below the water surface. It is on a 45 angle and its…
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Q: A closed tank whose bottom is 18 inches in diameter is filled with three liquids: 4 inches of carbon…
A: Given data: d=18 inPair=1296 psf=9 psihc=4 inSGc=1.59hw=2 inhs=12 inSGs=1.31 Need to determine the…
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Q: 6m $6,ster 1.025 seas A semicircular 4m gate
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Q: ۱۱۳۰ Q2/ For the cylindrical gaté shown in Fig. b, if the width of the gate is 3 m, find 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: Hydrostatic forces are the result of a liquid's pressure loading acting on submerged…
Q: 1- A 60 cm square gate has its top edge 12 m below the water surface. It is on a 45 angle and its…
A: Dear student as per the policy i can solve only one question so here i solved first question for you…
Q: Evaluate the total force on the gate (unit width) and its direction. (specific weights of Water:…
A:
Q: Problem 4. A tank with vertical ends contain oil (0.82) and is 8m long nomal to the plane. The…
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Q: 1 m Depth of Gate A-B is 6 m 4 m Liquid B 30
A: We know that Hydro-static force acting on the gate(F)=ρgAx
Q: Q.1: An inclined, circular gate with water on one side is shown in the figure below. Determine the…
A:
Q: What is the hydrostatic force (kN) that acts on the Gate A-B? Given that the specific gravity of…
A: Given: The specific gravity of liquid, S = 8 The depth of gate, b = 6 m
Q: Question 1 As shown, water (15°C) is in contact with a square panel; d- 1.2 m and h= 2.5 m.…
A: Given:Square panel;d=1.2 mh= 2.5 m
Q: O4) Determine the force (P) needed to hold the 4-m wide gate in the position shown in Water Figure…
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Q: A dam is used to store water, and a rectangular gate which is hinged at its bottom edge is used to…
A: Data given- Width = 1 h1 = 1 m h2 = 5 m Alpha = 65°
Q: Problem 5. From the given figure, the spillway gate CD is in the form of parabolic segment with a…
A: Given:head of water, h=4 mn=2 mlength=3 m
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- Determine the volume of the concrete arch dam.One side of the container has a 03-m square door that is hinged at its top edge. If the container is filled with water, determine the smallest force F that must be applied to the bottom edge of the door to keep it closed.The 12-ft wide quarter-circular gate AB is hinged at A. Determine the contact force between the gate and the smooth surface at B due to water pressure acting on the gate. Use =62.4lb/ft3 for water.
- Q1:Find the location of resultant force( F)of the water on the triangular gate and the force(P) necessary to hold the gate in the position shown in Fig.e=53 water 8 ate 5m- Hing 3m P=51.09 KN P= 61.09 KN O P= 71.09 KN O 2mThe flat surface shown is submerged vertically in water. Find the fluid force against the surface. The weight density of water is 9810 N/m3. 1 m 3 m 6 m Enter the exact answer. F = i %3DThe figure below shows the cross-section of a tank full of water under pressure. The pressure in the tank is 19.62 kN m² and its length is 2 m in the paper. An empty cylinder lies along the length of the tank on one of its corner as shown. Find the resultant force acting on the curved surface ABC. 19.62 kNm R-1m 1.5m Tank fal of water
- Q3) Compute the horizontal and vertical components of the water pressure acting on the face of tainter gate AB of 72° sector of radius 25 ft as shown in Fig.2.Take the width of the gate as unity. The specific weight of water = 62.4 Ib/ft³. 25ft Water C 25-ft radius 36° + 36⁰Q1) If the vertical component of the hydrostatic force on the gate BC shown in fig.1 is 1200 kN.Calculate : 1- the width of the gate 2- the horizontal component (Fu) 3- the angle at which the resultant will act (the direction of the resultant). Water 5m C 5m 4mThe topic is all about Total Hydrostatic Force on Curved Surface. Show complete solution and step-by-step solution. Use three decimal places Thank you. 1) Determine the magnitude of the horizontal and vertical components of the total force per meter length acting on the 3-meter radius three- quart er cylinder gate shown. 2m 2m 2m
- 1- A 60 cm square gate has its top edge 12 m below the water surface. It is on a 45 angle and its bottom edge is hinged as shown in Fig. What force P is needed to just open the gate and its Water location? Hinge 2- A tank containing water is shown in Fig. Calculate the total resultant force acting on side ABCD of the container and the location of the center of pressure. y = 62.4 Ib/ft3 Water -20 ft 3- Find the total pressure and position of center of pressure FREE WATER SURFACE on a triangular plate of base 2 m and height 3 m which is immersed in water in such a way that the plane of the plate makes an angle of 60 with the free surface of the water. The base of the plate is parallel to water surface and at a depth of 2.5 m from water surface. 4- The 200 kg, 5 m wide rectangular gate shown in Figure 05m is hinged at B and leans against the floor at A making an Water angle of 45° with the horizontal. The gate is to be opened 3m from its lower edge by applying a normal force at its…A tank is filled with fluid under prcssurc anti the prcssurc gauge fixcd at the top indicatcs a prcssurc of 21 kPa. The curved surfacc of the top is quarter of a circular part of radius 2.6 m. calculate the magnitude (N) and direction (degree) of the resultant force on the cun'ed surface. (p=950kg./m³for fluid)Q2) ) If the vertical component of the hydrostatic force on the gate BC shown in fig.2 is 1200 kN .Calculate: 1- the width of the gate 2- the horizontal component (Fu) 3- the angle at which the resultant will act (the direction of the resultant). Water 4m Sm 5m Fig.2