Cable - B. 30° Fig. P4.2 0.1 m
Q: The pressure gauge fitted on a water tank (see Figure) shows a reading of 19620 N/m2. The curved…
A: Solution: Pressure acting on top of the tank=19620N/m2 In terms of water head available on top of…
Q: Q1: For the retaining wall shown below, and for the following values: • Plot the pressure diagram…
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Q: A 6-m-high, 5-m-wide rectangular plate blocks the end of a 5-m-deep freshwater channel, as shown .…
A: Consider the standard value of density of water for the calculations. Here, is the density of…
Q: Two smooth spheres P, Q each of radius 25 cm and weighing 500 N, rest in a horizontal channel having…
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Q: A long, solid cylinder of radius 2 ft hinged at point A is used as an automatic gate. When the water…
A: Hydrostatic force and its direction to be calculated
Q: Q2:- The rectangular panel, which is 4 m wide, 3 m high block the end of a 3 m deep water channel.…
A: Hydrostatic Force On The Plane Is Given By FH=Pavg×Area Where Pavg Is Given By Pavg=ρghcPavg=ρgh2
Q: A 500-lb block W is supported by a boom CB and The boom a flexible cable AB as shown in Fig. weighs…
A: Given data *The weight of the block, Wb = 500 lb *The weight of the boom, WB = 250 lb *The uniform…
Q: The 3 × 4-m side AB of a tank is hinged at its bottom A and is held in place by a thin rod BC. The…
A: Draw the FBD for a better understanding of the problem. Centroidal depth for the triangular body is…
Q: 3 m Hinge 2. The gate shown is rectangular and has dimensions 6 m by 4 m. What is the reaction at…
A: Draw the schematic diagram for the above problem.
Q: The parabolic end-plate of the trough shown here is subjected to a fluid pressure that aries…
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Q: Calculate the reaction force on the gate from the smooth support at A (FAz) in [N]
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Q: Q5/ The 20-ft-long gate of Fig. 15 2 quarter circle 6 ft and is hinged at H. Determine the…
A: Data given- r = 6 ft L = 20 ft
Q: Find the net horizontal component of the hydrostatic forces (kN) acting on the dam shown in figure.…
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Q: 1. Gate AB in Fig. is 6 m wide into the paper, hinged at A, and restrained by a stop at B. The water…
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Q: A cylinder 3 m in diameter and 4 m long retains water on one side. The cylinder is supported as…
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Q: The sluice gate shown is a circular arc of radius 6m and angle B=50o. The water level behind the…
A: Radius of the circular arc, R= 6 m Angle, β= 50∘ Length of the gate, L= 5 m To find: Vertical…
Q: Prob5 Consider the gate AB in figure below subject to hydrostatic force: h=9 ft Gate is 5 ft wide.…
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Q: Gate AB in Fig. is 5 ft wide into the paper, hinged atA , and restrained by a stop at B . The water…
A: Given Data: Depth of water is h =9.5 ft. The width of gate is b = 5 ft. The depth of gate is h = 4…
Q: 2 120 m 100 m 28 m Datum
A: Given Data L1=2000 mL1=2300 mL3=2500 mD1=1 mD2=0.6 mD3=1.20 mf1=0.013f2=0.02f3=0.023…
Q: R6. For figure below, caleulate the forces on Sur A $ B. sueface B (area =0.1m) air
A: Givensurface area of A, SA=0.2m2surface area of B, SB=0.1m2
Q: Caleulate the magnitude 4 direction of fore exerted on the three-quarter cylinder (ABCD), shown in…
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Q: Pa Water Pa h 4 ft B
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Q: The pneumatic/hydraulic system shown is use to lift a load. If the inlet air pressure is 450 kPa,…
A: It is very basic question of fluid mechanics. Used concept is Pascal law.
Q: 24. The end gates ABC of a lock are 8m high and when closed make an angle of 120 deg. The width of…
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Q: A pipe of diameter 11 cm conveying 200 liters/s of water has bend of angle (θ = 90⁰ if last digit is…
A: Given:D=11 cm =0.11 mQ=200 L/s =200*10-3 m3/sθ=90°P1=15 N/cm2 =1510-4N/m2 or PaP2=10 N/cm2 =1010-4…
Q: A rectangular watertight box (of treasure) is 660mm long. 520mm wide and 310mm deep. It weighs 323N.…
A: Given Length L= 660 mmW=520mmd=310 mmWeight Wt=323 N
Q: A cylinder (diameter 4 m) of weight 50 kN is placed on the bottom of the tank as shown and oil and…
A: Given data Diameter of cylinder = 4 m Weight = 50 kNAssuming length of cylinder = 1 mWe have to find…
Q: A wight of 2000 lb is supported by a cable as shown. Assuming length of the portions AC and BC are…
A: Given question is from Engineering Mechanics. By equating component of cable tension to the weight…
Q: In the below closed hydraulic system arrangement, the diámeter of the piston P, = 14 cm and the…
A: Given Data : F1=21 N F2=279 N Diameter of piston P1 is D1=14 cm
Q: Open closed Problem-1 B- Air In figure shown , R= Pair = 1-5 Kpa (gage), determine Za and Zc in…
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Q: For the quarter circle gate BC with a hinge kN to hold the at C, the force P = .... gate stationary…
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Q: #6 A vertical submerged gate 0.5 m wide and 2.5 m high is hinged at B held closed by water as shown.…
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Q: Calculate the value of the hydrostatic pressure force acting on the septal septum shown in the…
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Q: Q5/ P The 20-ft-long gate of Fig. 1s 2 quarter circle and is hinged at H. Determine the horizontal…
A: As per given question We have to determine horizontal force P
Q: Find a) the total force on gate AB in KN and b) the position of the center of pressure in m with…
A: Since the chambers are closed and the pressure in both the chambers must be same. we will transform…
Q: A triangular lamina is immersed vertically in water in such a way that its 6 m wide horizontal base…
A: Here, b=6 m, h=4.5 m ∴ Distance of centriod from free surface, x¯=8-13h=8-13×4.5=6.5 m
Q: Determine the magnitude of horizontal and vertical components of the total force per meter length…
A: Solt>. Hovironta} am A Verticals Com ponent “{ force Gr pot Ac vs Fin = Pg hyA = oo 9-H xX (242)…
Q: Q3: a triangle gate AB is hinged at A and weighs 1500 N. the hydrostatic force is (required at point…
A: Given-Data:-Weight=1500NFor water=9790N/m3Oil.SG=0.83To-Find:-P
Q: 4 - The 2-m-diameter gate AB in Fig. 3-9 swings about a horizontal pivot C located 40 mm below the…
A: Given data: Diameter of gate AB, d = 2 m. The condition of having no unbalanced moment about C is…
Q: Isosceles triangular gate AB, as shown in the figure, is hinged at A. The horizontal force ( P) is…
A: Given data S=0.82θ=60°
Q: 2.2 A rectangular pontoon 10 m by 4 m in plan, weighs 280 KN and floats in sea water of density 1025…
A: Given data:-Plan area of pontoon, A=10×4m2weight of pontoon=280kNweight of tube=34kNdensity of…
Q: A 3m-high, 4m-wide rectangular gate is hinged at the top edge at A and is restrained by a fixed…
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Q: Question-2 The circular gate ABC has a Im radius and is hinged at B. Compute the force P just…
A: The unit of specific weight is given wrong in the question. It must be N/m3 for the given values. I…
Q: SS 3.18 The inclined-tube manometer shown has D = 96 mm and d= 8 mm. Determine the angle q that will…
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Q: - Two cylinders M and N rest in a channel as shown in figure. The cylinder M has diameter of 6 cm…
A: Given dataCylinders M and N rest in a channelDiameter of the cylinder M Dm=6cmWeight of cylinder m…
Q: Problem 1 The side of a tank presents a protrusion having the shape of a half sphere having radius…
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Q: Find the maqnitude omt difection of the resultant forces? عره لعدم too
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Q: A homogeneous, 5-m wide, 4-m-long rectangular gate weighing 80 kN is held in place by a horizontal…
A: Given data: The width of the plate is w=5 m The weight of the rectangular gate is W=80 kN
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- The 40-kg homogeneous disk is resting on an inclined friction surface. (a) Compute the magnitude of the horizontal force P. (b) Could the disk be in equilibrium if the inclined surface were frictionless?Determine the smallest horizontal force P that would push the homogeneous cylinder of weight W over the curb. Neglect friction.The coeffient of static friction between the uniform bar AB of weight W and the ground is 0.45. Find the smallest angle and the corresponding force P that would initiate simultaneous tipping and sliding of the bar.
- The center of gravity of the nonhomogeneous bar AB is located at G. Find the angle at which the bar will be in equilibrium if it is free to slide on the frictionless cylindrical surface.The block of weight W is pulled by the force P inclined at the angle to the horizontal. Find the smallest force P and the corresponding angle that would cause impending sliding of the block. The angle of static friction between the block and the ground is s.The 320-lb homogeneous spool is placed on the inclined surface. Determine the vertical force P that is required to keep the spool in the position shown. Assume that there is enough friction to prevent slipping at A.
- The 40-lb spool is suspended from the hanger GA and rests against a vertical wall. The center of gravity of the spool is at G and the weight of the hanger is negligible. The wire wound around the hub of the spool is extracted by pulling its end with the force P. If the coefficient of static friction between the spool and the wall is 0.25, determine the smallest P that will extract the wire.The homogeneous plate of weight W is supported by a ball-and-socket joint at D and three wires. Draw the FBD of the plate and count the unknowns.A uniform plank is supported by a fixed support at A and a drum at B that rotates clockwise. The coefficients of static and kinetic friction for the two points of contact are as shown. Determine whether the plank moves from the position shown if (a) the plank is placed in position before the drum is set in motion; and (b) the plank is first placed on the support at A and then lowered onto the drum, which is already rotating.
- The homogeneous plate of weight W is suspended from two cables. Determine the force P that is necessary to keep the plate in the position shown.The homogeneous bar AB weighs 25 lb. Determine the magnitudes of the forces acting on the bar at A and B. Neglect friction.Draw the FBD for the bar described in Prob. 5.1 if the bar is homogeneous of mass 50 kg. Count the unknowns.