Determine the force on hinge C and block D if the gate holding the water is 4 meters wide into the page A3 mCBD2 m4 mDetermine the force on hinge C and block D if the gate holding the water is 4 meters wide into the page.

Name: Determine the force on hinge C and block D if the gate holding the wat
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: Determine the force on hinge C and block D if the gate holding the water is 4 meters wide into the page A3 mCBD2 m4 mDetermine the force on hinge C and block D if the gate holding the water is 4 meters wide into the page.

Answered: Image /qna-images/answer/31a22ecf-8b3a-4d98-b1c0-3c73b6bd05c4.jpg

Answered: A 3 m C B D 2 m 4 m Determine the force…

Engineering

Mechanical Engineering

A 3 m C B D 2 m 4 m Determine the force on hinge C and block D if the gate holding the water is 4 meters wide into the page.

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

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter8: Centroids And Distributed Loads

Section: Chapter Questions

Problem 8.119P: Determine the force F required to pull up the 3.54m stopper from the drain of a sink if the depth of...

See similar textbooks

Similar questions

The 12-ft wide quarter-circular gate AB is hinged at A. Determine the contact force between the gate and the smooth surface at B due to water pressure acting on the gate. Use =62.4lb/ft3 for water.
Determine the force F required to pull up the 3.54m stopper from the drain of a sink if the depth of water is 10 in. Use =0.036lb/in.3 for water and neglect the weight of the chain.
Determine the resultant force acting on the elbow of the thin-walled pipe when the pipe carries a uniform internal pressure p0.
The high-pressure water cock is rigidly attached to the support at D. Neglecting the weights of the members, draw the FBD of the entire assembly and count the unknowns.
The weight of the cylindrical tank is negligible in comparison to the weight of water it contains (water weighs 62.4lb/ft3). The coefficient of static friction between the tank and the horizontal surface is s. (a) Assuming a full tank, find the smallest force P required to tip the tank, and the smallest s that would allow tipping to take place. (b) If the force P = 200 lb initiates tipping, determine the depth of water in the tank.
Determine the smallest distance I) that would prevent the concrete dam from tipping about corner A. Use w=62.4lb/ft3 for water and c=150lb/ft3 for concrete.
Determine the force P necessary to just keep the 2 m-wide gate closed. Ignore the weight of the gate. Specific weight of water = 9.81 kN/m³
The gauge pressure of the air at A within the closed tank is 200 kPa. The tank has a width of 1.90 m . ρw = 1000 kg/m3. Determine the resultant force acting on the plate BC and CD caused by the water.
The water pressure acting on a masonry dam varies as shown. If the dam is 20 ft wide, determine the result.
Fluid with a density of 900 kg/m^3 is applying pressure on the gate shown. The depth of the water is equal to the height of the gate. The h is 12 m and width of the gate is 4 m. Determine the location of the line of action of the resultant force with respect to free surface? a)3 m b)8 m c)6 m d)10 m e)4 m
Determine the vertical force applied by water on the container.
The uniform control gate AB shown is pinned at A and rests on the smooth surface at B. The gate has a width of 1m. If the gate has a mass of 3.9 Mg, determne the maximum depth of water h in the reservoir that will cause the gate to be on the verge of opening.