n the crest gate on a dam shown in thefigure, surface AB forms the arc of acircle of 6 m radius subtending 60° atthe hinge. The gate is 8 m long withwater surface at B. Compute the verticalcomponent of the total pressure on AB.6 m606 m-Unit weight of the liquid (y)Area of the liquid above the crest (A)Given length of the gateVertical Hydrostatic Force (Ev)kN/ mmmkN***answer Hydrostatic Force Fv on the box below:

Length of gate, L=8mThe radius of arc=6mThe angle subtended at hinge =60°

n the crest gate on a dam shown in the figure, surface AB forms the arc of a circle of 6 m radius subtending 60° at the hinge. The gate is 8 m long with water surface at B. Compute the vertical component of the total pressure on AB. 60 6 m. Unit weight of the liquid (y) Area of the liquid above the crest (A) Given length of the gate Vertical Hydrostatic Force (Fv) kN m' m m ***answer Hydrostatic Force Fy on the box below:

n the crest gate on a dam shown in the figure, surface AB forms the arc of a circle of 6 m radius subtending 60° at the hinge. The gate is 8 m long with water surface at B. Compute the vertical component of the total pressure on AB. 60 6 m. Unit weight of the liquid (y) Area of the liquid above the crest (A) Given length of the gate Vertical Hydrostatic Force (Fv) kN m' m m ***answer Hydrostatic Force Fy on the box below:

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

An open circular cylinder with 2m of water is acted upon by an unbalanced upward force of 20 kN. The volume of water inside the cylinder is 6.28 m^3. a. Compute the acceleration of the tank. b. Compute the pressure at the bottom of the tank.
An open rectangular tank 2.2m in length contains 16m^3 of gasoling (sg=0.70) and 23m^3 of water. The fluid is arranged in two stable layers. Determine the total hydrostatic force(kN) on one of the two smaller vertical sides of the the tank.
EMERGENCY!!! The oblique surface shown hinged along the side A is w = 4 meters wide. (D = 2 m). Find the height of the pressure center of the resultant force on the inclined surface with a length L = 3 m to the water surface. Take the density of the water to 1000 kg /m3 .
in the figvax=4.903 m/s^2, ay =9.806m/s^2.find the pressure at A, B, C
Ql: in Figure below find the resultant pressure force and the depth of the c:entre of pressure on the cylinder gate of diameter 4 ft which has a circular hole of 0.9 ft diameter located above the centre of the main gate by I ft.
A pump draws water from reservoir A and lifts it to a higher reservoir B, as shown in Figure P4.2.6. Thehead loss from A to the pump is four times the velocity head in the 10cm pipe, and the head loss fromthe pump to B is seven times the velocity head. The pressure head at the inlet of the pump is -6m .Compute the pressure head the pump must deliver. Why is the pressure head the pump must delivergreater than 50m , the elevation difference between the two reservoirs? Draw the EGL and HGL
Questions b and c. The pressure from part a is 0.86832 Mpa
3-15: The unstretched length of a spring AB is 3 m. If the block is held in the equilibrium position shown, determine the mass of the block at D.
The flowrate of the flow is 0.20 + a/10 m3 /s in a pipe placed on a horizontal plane. The pipe diameters are D1= 0.30 m and D2= 0.20. Please find the force acting to the pipe by the flow. The gauge pressure at (1) is p1 =200 + b*10 kN/m2 . (g=9,81 m/s2, g=10kN/m3 ) a= 4 b=3
A triangular plate of 1 m base and 1.5 m altitude is immersed in water. The plane of the plate is inclined at 30° with water surface while the base is parallel to and at a depth of 2 m from the water surface. Calculate the total pressure on the plate in KN. a.13.56 b.21.45 c.16.54 d.19.34
Q1b) A vertical gate of height 5 m and width of 3 m opposes the water at one of its sides. The deep of the water in the reservoir is 20 m. Determine the pressure and the force acting at the centroid of the gate.
Compute the velocity head of the jet if the larger diameter is 10cm and the smaller diameter is 30mm. The pressure head at point 1 is 30m of the flowing water and the head lost Between points 1 and 2 is 5% of the velocity head in the jet.