Q.1) What is the pressure at the center of pipe B? PE20 AN so cm 10 cm PROBLEM 333 Q.2) As shown, a round viewing window of diameter D- 0.8 m is situated in a large tank of seawater (S= 1.03 ). The top of the window is 1.2 m below the water surface, and the window is angled at 60° with respect to the horizontal. Find the hydrostatic force acting on the window and locate the corresponding CP. Window Sea water 60

Q.1) What is the pressure at the center of pipe B? PE20 AN so cm 10 cm PROBLEM 333 Q.2) As shown, a round viewing window of diameter D- 0.8 m is situated in a large tank of seawater (S= 1.03 ). The top of the window is 1.2 m below the water surface, and the window is angled at 60° with respect to the horizontal. Find the hydrostatic force acting on the window and locate the corresponding CP. Window Sea water 60

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: PROBLEM 1: As shown, water (15°C) is in contact with a square panel; d = 1m and h = 2m. Calculate…

Q: From the figure below, piston A has a diameter of 5cm and piston B is 10cm. the intervening passage…

A: Diameter of piston A, DA=5cm =0.05mDiameter of piston B, DB=10cm =0.1mSpecific gravity of kerosene,…

Q: Gate AB is shown below with the dimension 147 cm long and 97 cm wide. . Determine the hydrostatic…

A: To find hydrostatic force Location of force from point A Depth of center of pressure

Q: concentrically with speed of 30 m/s. Calculate the force exerted on the plate if the jet issuing…

A: V1=V2=V=30m/s D=5cm d=2cm

Q: water flows at a rate of 0.5m/sec round a 50 contracting pipe bend which lies in a horizontal plane.…

Q: 1:43 ..l 57 Shown below is the curved section of:

Q: Determine the pressure difference between points A and B in Fig. 2-51. I Pa+ [(0.88)(9.79)](0.21) –…

Q: In the given figure, rectangular gates AB and CD are shown. If the width of both gates is 3m,…

Q: There is X=5m high water on the left side of a 3.5 m wide vertical cover sitting on the hinge shown…

Q: Situation 4: A vertical cylindrical steel tank 3m in diameter and 6 m high has a wall thickness of…

A: Circumferential stress is hoop stress

Q: A 2.8m square plate is completely immersed under water in a vertical position such that the two…

Q: 8- Water flows through a horizontal reducing bend shown in Figure 3 below at an unknown bend angle,…

Q: Current Attempt in Progress (Buoyancy, force on plane surface) A cube, 4.4 ft on a side, weighs 3110…

Q: hydrostatic force acting on the window, and locate the corresponding CP

A: P= ρgAħ ħ= h+ Dsin θ = 2+ 0.8 sin 60 = 2+ 0.692 = 2.692m A= πr2 =π0.42 =0.502 P=…

Q: B 12 m No. 3 Please note, this is an Equilibrium problem. 8 m 10 m 1.2 m A O C 200kg P 2 m SAMPLE…

A: m=200kgtwo cables AB and ACFINDmagnitude of P and the tension in each cable

Q: (Buoyancy, force on plane surface) A cube, 3.1 ft on a side, weighs 2870 lb and floats…

Q: Fig. 4 , a 2-in-diameter stream of water strikes a 4-ft-square door which is at an angle of 30° with…

A: Diameter=2 in

Q: ay 5.903 m/s? and ay = 4. In the figure below, ax = 8.806 m/s? . Find the pressure at 0.5meters…

Q: The section of a gate at the end of a tank is shown below. The length of the gate is 3 m normal to…

Q: A sphere 850mm-diameter floats half submerged in a tank of oil (sg=0.90) 4. What is the total…

Q: Fig. 4 , a 2-in-diameter stream of water strikes a 4-ft-square door which is at an angle of 30° with…

A: The force exerted by the door on water will be normal to the door without friction. There are no…

Q: The distance between center of gravity and center of pressure on a submerged gate is decreasing as…

A: step 1-

Q: SITUATION. A closed cylindrical tank with 0.60 m diameter and 1.0 m height is fully-filled with…

Q: A tank in figure C is accelerated to the right and the width of the tank is 1 m. Determine the…

A: The pressure force is defined as the force that is exerted by the pressure on any area that is equal…

Q: Find the amount of force required to hold the tube in the figure below in place. The result of the…

A: Question is based on the bent tube . Discharge through tube and pressure in pipe are given in the…

Q: (Buoyancy, force on plane surface) A cube, 3.6 ft on a side, weighs 2920 lb and floats half-…

Q: 10m Oil Circular gate 8m Air

Q: 5.26 A nozzle is attached to a vertical pipe and discharges water into the atmosphere as shown in…

A: Given: P1 = 40KPa, A1 = 0.02m² P2 = 0 , A2 = 0.01 m² Q = 0.10 m³/s , water in nozzle = 0.012 m³…

Q: Q34. A 10 cm diameter jet of water éxerts a force of 2 kN in the direction of flow against a…

Q: 5. A vertical rectangular gate as shown is 3 m wide and 6 m high is hinged at the top, has a sea…

Q: SAMPLE PROBLEM 1. A square plate having a length of 3 m and width of 2 m is immersed in water.…

Q: Refer to the previous problem. Determine the hydrostatic force acting on the plate at this position.…

A: To find out the hydrostatic force acting on plate at this section.

Q: Water flows on a straight 350 m non-rigid pipe, 600 mm in diameter. The velocity of flow is 2.3 m/s.…

A: i have used here the simple formula directly to calculate celerity of pressure wave okay

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Q.1) What is the pressure at the center of pipe B?
10M
P20 AN
No cm
10 cm
PROBLEM 333
Q.2) As shown, a round viewing window of diameter D-
0.8 m
is situated in a large tank of seawater (S= 1.03 ). The top of the
window is 1.2 m below the water surface, and the window is angled
at 60° with respect to the horizontal. Find the hydrostatic
force acting on the window and locate the corresponding CP.
Window
Sea water
60

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

A square plate having one of its side equal to 3.2 meters is immersed in water in a vertical position such that the two edges of the square would be horizontal in order that the center of pressure shall be 8cm from the center of gravity. a. How far below the water surface should the upper portion of the plate be submerged? b. What is the distance of the center of pressure from the water surface? c. Determine the hydrostatic force acting on the plate at this position.
The diameters in Fig. 6.3 are 750 mm and 500 mm. At the larger end the pressure is 650 kPa and the velocity is 2.8 m/s. Neglecting friction, find the resultant force on the horizontal conical reducer if water flows (a) to the right; and (b) to the left. (c) What would happen to the two previous answers if we did not neglect friction? V2 Figure 6.3(a)
Determine the horizontal and vertical components of the liquid pressure acting on the semicylindrical gate ABC, as shown in the figure. The width into the paper is 1 m. 1 m Liquid (s.g. = 0.88) 4 m B 3.8 m 1 m Fx=123.148 kN and Fy=22.078 kN O Fx=146.005 kN and Fy=28.125 kN O Fx=226.352 kN and Fy=48.953 kN O Fx=249.813 kN and Fy=55.512 kN O Fx=273.251 kN and Fy=59.802 kN O Fx=203.049 kN and Fy=40.981 kN O Fx=298.077 kN and Fy=64.148 kN O Fx=182.117 kN and Fy=36.173 kN Fx=318.195 kN and Fy=68.970 kN O Fx=158.078 kN and Fy=31.450 kN O +
SITUATION. A closed cylindrical tank with 0.60 m diameter and 1.0 m height is fully-filled with water. The tank is rotated at 200 rpm. What is the pressure (kPa) at the circumference of the top base? O 34.74 O 44.55 29.55 O 19.74
P2.40 Water lows upward in a pipe slanted at 30, as in Fig. P2,40. The mercury manometer reads h 12 cm. Both Quids are at 20°C. What is the pressure difference p,-p in the pipe? (2) 30 (1) P2 40 2 m
Question 4. The L-shaped cap in the figure is hinged from point A. Neglecting the weight of the lid, a) Before opening the lid counterclockwise, determine the maximum water height H in symbols. b) If w=4 m (width of the cover perpendicular to the plane of the paper), B=5.77 m and d=6 m, determine the numerical value of H. C) Find the horizontal and vertical components of the hydrostatic force and the resultant force direction with the values given in b B articulation A H
Fluid 5
5.) The section of a gate at the end of a tank is shown below. The length of the gate is 3 m normal to the paper and hinge at O. If the depth of water is 2.50 m, neglecting the weight of the gate calculate the vertical component of the hydrostatic force on the submerged curved section of the gate. Use unit weight of water 9.80 kN/m^3. fluid mechanics
Please answer and show all of your nice and clear plese.
Problem 3: Shipping Tool is moving.. M1 = 5.5 1 (2) 8₂ = 12° Air at Mach, M1 = 5.5 at a pressure of P1 = 70 kpa flows along a smooth curved wall bending away at an angle of 12°. Determine the Mach number, temperature, density, velocity, speed of sound and pressure, total pressure, and total temperature after the bend in region-2. M₂
A 2.8m square plate is completely immersed under water in a vertical position such that the two edges of the square are horizontal. It is immersed such that the center of pressure is located 8cm below its center of gravity. Determine the distance of the top of the plate from the water surface. O 6.8m O 6.3m O 7.3m O 7.8m