The flowrate of the flow is 0,20 m³/s in a pipe placed on a horizontal plane. The pipe diameters are as 0,40 m and 0,20 m for Dj and D2, respectively. Find the 43 resultant force *(kN) acting to the pipe by the flow. The gauge pressure at (1) is P=210 kN/m². (y= (1) 10kN/m³)

The flowrate of the flow is 0,20 m³/s in a pipe placed on a horizontal plane. The pipe diameters are as 0,40 m and 0,20 m for Dj and D2, respectively. Find the 43 resultant force *(kN) acting to the pipe by the flow. The gauge pressure at (1) is P=210 kN/m². (y= (1) 10kN/m³)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Hydraulics
A water siphon having a constant inside diameter D of 4 in. is arranged as shown in the figure below. If the friction loss between A and B is 0.9V2/2 where Vis the velocity of flow in the siphon, determine the flowrate involved. Assume a = 4 ft, h = 12 ft. Q = D B ft³/s
Water flows with a flow rate of 0.6 cumec through an inclined pipe PQ of length 10 m length having a uniform cross-section. The end Q of the pipe is above the end P and the pipe makes an angle of 30° to the horizontal. For a pressure of 30KN/(m ^ 2) at the end Q, the corresponding pressure at the end P (in kN/m² units) is: (take unit weight of water as 10 kN/(m ^ 3))
Help pls, Thankyou
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. 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 29 mm. pw = 1000 kg/m³. (Figure 1) Figure v B v y -X A 1 18 m/s 1 of 1 Part A Determine the x component of force exerted on the elbow necessary to hold the pipe assembly in equilibrium. Express your answer to three significant figures and include the appropriate units. F₁ = Submit Part B F₁ = μA Submit Value Request Answer Determine the y component of force exerted on the elbow necessary to hold the pipe assembly in equilibrium. Express your answer to three significant figures and include the appropriate units. μA Value Units Request Answer ? Units ?
Please solve urgent
Obtain the gage pressure at the center A of the pipe shown. Neglect surface tension effects. For Liquid 1 specific gravity= 1.5, for liquid 2 specific gravity= 3.2, h1=15cm, h2= 30cm,h3=75cm
The water tank is below a constant level at depth h rectangular hole a x b. We close the opening with an immersion wall from the upper edge of the hole by a distance x. Given: h = 0.85 m, a = 0.4 m, b = 0.7 m. Determine: by what distance x do we have to move the immersion wall, to reduce the flow 3 times, what will be the flow Q1 at submerged wall by x, Reynolds number Re in flow, nature of flow.
In the figure shown, Zp = 4 m, length of pipe from the reservoir to the pump is 120 m, from the pump to the nozzle is 1000 m. The diameters of pipes are 0.6 m and 0.45 m respectively. The gage pressure at B (the suction side of the pump) is -64 kPa. Neglect minor losses. 1. The velocity of water pipe AB. a. 2.297 m/sb. 3.147 m/sc. 1.452 m/sd. 2.672 m/s2. The velocity of water pipe CD. a. 1.23 m/sb. 3.56 m/sc. 4.08 m/sd. 5.59 m/s3. The discharge of the pipe from A to B due to pumping. a. 0.65 m^3/sb. 0.89 m^3/sc. 0.45 m^3/sd. 0.25 m^3/s
Assume that the width of the tank is equal to 1 m. Find force F1 and F2.
B: A closed cylindrical tank filled with water has a hemispherical dome and is connected to an inverted piping system as shown in figure (1). The liquid in the top part of the piping system has a specific gravity of 0.8, and the remaining parts of the system are filled with water. If the pressure gage reading at A is 60 kPa. Determine: (a) the pressure in pipe B, and (b) the pressure head, in millimeters of mercury, at the top of the dome (point C). Hemispherical dome. PA=60kPa. 3m water 4m 3m 2m Water 7 SG=0.8 Fig. (1)
complete also the table