Answered: If the gate is half filled by water…

Name: Please answer with a good explantion so I can understand the problem I
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: Please answer with a good explantion so I can understand the problem If the gate is half filled by water (depth = R/2 as shown in the figure), determine themagnitudeand direction of the resultant forceRR/2

Engineering

Mechanical Engineering

If the gate is half filled by water (depth = R/2 as shown in the figure), determine the magnitude and direction of the resultant force R R/2

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter9: Moments And Products Of Inertia Of Areas

Section: Chapter Questions

Problem 9.16P: Figure (a) shows the cross-sectional dimensions for the structural steel section known as C1020...

See similar textbooks

Related questions

Q: Why would engineers use Vickers Hardness testing (HV) over Brinell Testing for hardened tool steel…

A: Hardness is the property of the material that can be understand as the resistance to scratch and…

Q: When performing a quench to cool a product, the quench rate affects the outcome of the process. TRUE…

A: In general, a high quenching cooling rate may result in the maximum hardness and the best…

Q: -450.76 for parts (c) and (d) are incorrect.

A: To determine:c)The gauge pressure at point 2d)The gauge pressure at point 3

Q: Thank you for your response. Please continue to provide the solution to the remainder of Part

Q: have you figured out part b yet?

A: To determine the magnitude of the reaction force at each bearing, we'll relate the acceleration of…

Topic Video

Question

Please answer with a good explantion so I can understand the problem

If the gate is half filled by water (depth = R/2 as shown in the figure), determine the
magnitude
and direction of the resultant force
R
R/2

Expert Solution

Step 1

Given:

To find:

Magnitude and direction of the resultant force

Step by step

Solved in 6 steps with 2 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, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

The curved and flat plates of width 6-m are connected at A, B and C. They are submerged in water at the depth h=7-m. The distance d =4-m and the radius R= 2-m. Find the resultant force [kN] in the hinge at B. h В R A d
Find the fluid force on the vertical side of the tank, where the dimensions are given in feet. Assume that the tank is full of water. (The weight-density of water is 62.4 pounds per cubic foot.) Ib Trapezoid 4 6 2 Show My Work (Required) 3
The curved surface given in the figure is defined by y = 3√x. Determine the horizontal force and its line of action applied by water on the curved surface. The width of the gate is b = 2 m
The seawall shown below consists of a flat section AB = 3-m with another section, BC, shaped like a quarter cylinder of R= 1-m. Both AB and BC have a width of 5 m (into the paper). Determine the moment (magnitude) about point A [kNm] for the depth h = 5m, due to the fluid under the wall only. h Water A R B.
Please be clear with your solution. Write an explanation for the formula and solution you used.
Find the total (resultant) pressure acting on the tail end of the container containing gasoline (S = 0.7) accelerating at 3m/sec² to the right.
The right one
Water flows through the curved pipe shown in the figure below where point X denotes the center of gravity of the system. Considering the weight of the pipe and water with-in as Wg which acts at a distance of Xm from pipe axis, answer the following questions: 1) What are the horizontal and vertical components of the force provided by the flange at point A? 2) What is the moment provided by the flange at point A? Patm D2 H D1 A L Following data is given: Q = 1m³ /s D1 = 0.5 m D2 = 0.25 m X — 0.1 т L 1.5 m Н — 2 т WG = 1000 kg
A gate of a water tank is kept in the closed position by applying a force F as shown in the figure. The depth of water (h) is 1.80 m. The height of the gate (H) is 0.500 m, and the width of the gate (into the paper) is 1 m. The gate is designed so that it can rotate around the hinge as shown. h (m) H (m) F Gate Hinge Part A Calculate the minimum force F required to keep the gate in the closed position. Express your answer to three significant figures VO ΑΣΦ Submit Provide Feedback Constants Request Answer **** ? Next KN
5. Gate ABC is shaped in the form of a circular arc and pivots about point O. The arc extends a width b in the plane of the figure. 6 m Water A R = 6m 6 m Questions: (a) Determine the horizontal component of the resultant hydrostatic force (per unit width) acting on the gate. (b) Determine the vertical component of the resultant hydrostatic force (per unit width) acting on the gate. (c) Determine the magnitude and direction of the resultant hydrostatic force. (d) Does the line of action of this force pass through point O? Justify your answer.
Calculate the horizontal and vertical components of the hydrostatic thrust on the 90 cm radius cylindrical cover in the figure for the unit cover depth. Find the resultant force for the 3m cover depth.γwater= 9.810 kN/m3
Problem 2: Hydrostatics The Uniontown Dam on the Ohio River uses a Tainter gate to control water flow into the river; the gate width is w=35 m into the page. Determine the magnitude, direction, and line of action of the force from the water acting on the gate. (10 pts) R = 20 m D= 10 m Water Figure 2: Tainter gate.