Our subject is FLUID MECHANIC all I need is a clear solution thank you 10. A square frame 3m by 3m in dimension is submerged in water vertically with its top 3m fromthe surface. If oil (s=0.80) occupies the top meter.OifImH202m3m3mA. Determine the horizontal pressure acting on the frame.B. Determine the pressure at the top of the gate.C. Determine the pressure at the bottom of the gate.

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Answered: 10. A square frame 3m by 3m in…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Name: Class: Assignment No. 3 Q4- A rectangular gate 6 ft tall and 5 ft wide in the side of an open tank is held in place by the force F as indicated in Figure. The weight of the gate is negligible, and the hinge at O is frictionless. (a) Determine the water depth, h, if the resultant hydrostatic force of the water acts 2.5 ft above the bottom of the gate, i.e., it is collinear with the applied force F. (b) For the depth of part (a), determine the magnitude of the resultant hydrostatic force. (c) Determine the force that the hinge puts on the gate under the above conditions. Water Hinge 0 Gate 6 ft 2.5 ft
A square frame 3m by 3m in dimension is submerged in water vertically with its top 4m from the surface. If oil (s = 0.80) occupies the top meter.a. Determine the horizontal pressure acting on the frame.b. Determine the pressure at the top of the gate.c. Determine the pressure at the bottom of the gate. SHOW COMPLETE SOLUTION. NEED ASAP. THANK YOU.
# 4] The isosceles triangle gate shown in the figure is hinged at A and weighs 1000N. What is the total hydrostatic force acting on one side of the gate in kiloNewton? Locate the center of pressure from B. -.Is... 3.0m 2m 3.0m 60 B.
Determine the vertical force due to the water acting on the cylinder per foot its length. Ans, in Ib/ft. 4.24 ttF ft 6.12 ft 4.24 ft Lo 2.12 LT 0.88 R 45 of
4. The gate shown in the figure is hinged at O. Neglecting the weight of the gate, determine the critical height "h" for the system to remain stable assuming that the cross section of the gate in contact with water is rectangular. Water 5ft ...ر
*15-120. The gauge pressure of water at A is 150.5 kPa. Water flows through the pipe at A with a velocity of 18 m/s, and out the pipe at B and C with the same velocity v. Determine the horizontal and vertical components of force exerted on the elbow necessary to hold the pipe assembly in equilibrium. Neglect the weight of water within the pipe and the weight of the pipe. The pipe has a diameter of 50 mm at A, and at B and C the diameter is 30 mm. p„ = 1000 kg/m³. 18 m/s
U4.3 1m A rectangular gate 1.6 m wide is used as a partition as shown. One side has linseed oil filled to a depth 10 m. The other has two fluids-castor oil (0.96) over water. If z= 3m, determine the total hydrostatic pressure acting on the right side of the gate. Linseed oil Castor oil 10 m Water I2 m
Water is stored in a tank with an inclined panel AB whose dimensions are 2m long by 1.6m wide. The manometer indicates a gage liquid height of z = 1.2m. a. Determine the pressure (in kPa) at B. b. Determine the pressure (in kPa) at A? c. Apply the pressure prism concept in determining the force (in kN) exerted on side AB. d. At what distance from A (along the surface of panel AB) is the hydrostatic force acting? Your answer should be in centimeters.
A closed cylindrical tank 2 m. diameter and 4m depth with axisvertical contains 3m. depth of water. Air at a pressure of 0.06 kg/cm2is pumped into the cylinder above the liquid surface. Determine the total force at the bottom of the tank Determine the total force acting on the wall Determine the location of the resultant force acting on the wall from the bottom of the tank.
1. A tank is filled to a depth of 5 feet of water and is 8 wide by 10 feet long. Determine the hydrostatic force acting on the horizontal bottom and on the vertical ends of the tank. 3 m Hinge 2. The gate shown is rectangular and has dimensions 6 m by 4 m. What is the reaction at point A? Neglect the weight of the gate. Atmospheric pressure Stop 30 6 m Water
An inclined rectangular gate (length 2m, wide 1m) as shown in Fig.2 hinged at point A. The tank contains water, oil (S=0.8) and the pressure of the air with (90Kpa), the mass of the gate is (100 Kg). Calculate the magnitude, direction and the location of the force acting upon the gate? 1.5m U AIR OIL WATER S=13.6 2m
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