2. A rectangular gate 1.2 m wide rests against a smooth wall at A. It is hinged at B locatedat 5.2 m below the water surface. A is 2.92 m to the right of B and 2.2 m above B.a. Compute the force on the gate due to sea water pressure (Yseawater = 10kN/m³)b. Compute the horizontal force exerted by the wall at point A.c. Compute the reaction at hinge B.wall5.2mI 2m2 2m-292m-hinged

Answered: 2. A rectangular gate 1.2 m wide rests…

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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2. A rectangular gate 1.2 m wide rests against a smooth wall at A. It is hinged at B located at 5.2 m below the water surface. A is 2.92 m to the right of B and 2.2 m above B. a. Compute the force on the gate due to sea water pressure (yseawater = 10kN/m³) b. Compute the horizontal force exerted by the wall at point A. c. Compute the reaction at hinge B. 5.2m 1.2m 2.2m -2.92m 3.66m hinged
Civil engineering -Hydraulics
A gate in a shape of rectangle with base of 1.5m and height of 3m is inclined in a slope 1:2 and hinged at the bottom. The top of the gate rests against a smooth wall . Top of the gate is submerged 2m from the surface of seawater. Weight of gate 40Kn. a) Solve for the hydrostatic pressure b) The location of depth of the hydrostatic pressure from the surface of seawater. c) Reaction at the hinge d) Reaction at the wall
3. A closed cylindrical tank 2 m diameter and 4 deep contains 3m depth of water. Air at a pressure of 0.6 kg/cm2 is pumped into the cylinder above the liquid surface. a. Determine the total force acting at the bottom of the tank b. Determine the total force acting on the wall c. Determine the location of the resultant force acting on the wall from the bottom of the tank. Im 0.60 kg/cm 3m water,
A gate 3m high is 1.5m wide is hinged at point B and rest against a smooth wall at A. Point A 1.8m vertically above B. If the total depth of sea water is 4.6m a.) Compute the reaction at hinged B. b.) If the sea water has a specific gravity of 1.05, determine the total hydrostatic pressure acting on the gate.
3. A closed cylindrical tank 2 m diameter and 4 deep contains 3m depth of water. Air at a pressure of 0.6 kg/cm? is pumped into the cylinder above the liquid surface. a. Determine the total force acting at the bottom of the tank b. Determine the total force acting on the wall c. Determine the location of the resultant force acting on the wall from the bottom of the tank. lm 0.60 kg/cm² 3m • water
3. A closed cylindrical tank 2 m diameter and 4 deep contains 3m depth of water. Air at a pressure of 0.6 kg/cm² is pumped into the cylinder above the liquid surface. a. Determine the total force acting at the bottom of the tank b. Determine the total force acting on the wall c. Determine the location of the resultant force acting on the wall from the bottom of the tank. Im 3m 0.60 kg/cm² 0 water :. O
A closed cylindrical tank 2m diameter and 4 m depth with axis vertical contains 3m depth of water. Air at a pressure of 0.06 kg/cm^2 is pumped into the cylinder above the liquid surface. Determine the total force acting on the wall.
This is an open cylindrical vessel*It is filled 2/3. diameter = 0.60 mheight = 0.90 m90 rpma. What is the water depth at the center of the vessel?b. What is the total force exerted on the wall?c. What is the total force at the bottom?
Gale AB is 8m wide. (a.) Compute the vertical component of the total hydrostatic force acting on gate AB. (b.) Compute the tolal reaction acting in the hinge at B. I 7-5 m 12 m Water Parabols
The gate in below figure is 1 m wide, is hinged at point B, and rests against a smooth wall at point A. Compute; a. Draw the pressure distribution on the gate and find the force on the gate due to pressure, b. the horizontal force P exerted by the wall at point A, and c. the reactions at the hinge B. Wall Seawater: 9.81 kN/m3 5 m A Gate 0.6 m B 0.8 m Hinge
150 lb Problem 2.2. The pipe has a mass of 12 kg/m and is fixed to the wall at A. Determine the internar loadings acting on the cross-section at B. 400 N 300 N A B 1 m 2 m 2 m 500 N

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