)Using the panel equations, determine the hydrostatic force (in lb) acting on the gate due to glycerine? b)Determine the distance between the center of gravity and the center of pressure (eccentricity) in feet. c)Where is the line of action of the hydrostatic force F relative to point B in feet?

)Using the panel equations, determine the hydrostatic force (in lb) acting on the gate due to glycerine? b)Determine the distance between the center of gravity and the center of pressure (eccentricity) in feet. c)Where is the line of action of the hydrostatic force F relative to point B in feet?

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

A vertical rectangular gate 2.2 m wide and 4.0 m high is submerged in oil (SG-0.87) with its bottom edge is 13.6 m below the water surface. Find the location of the center of pressure, measured from the liquid surface (in meters). Answer in two decimal places. Numerical values only. Don't indicate units here, just on the submitted solution. DOD F5 F6 F7 F8 F9 F10 F11 F12 5 6 7 8 P H
A Tainter gate used to control water flow from the Uniontown Dam on the Ohio River is shown; the gate width is w = 34 m. Please show complete solution.
HAnd written solution please
The gate AB is a quarter circle of 2.5 meters in diameters and 3 meters wide asshown in figure#2. How Find the horizontal component of the resultant hydrostatic forceacting on the gate in kilonewtons. How find the vertical component of the resultant hydrostatic force actingon the gate in kilonewtons, and how to find the location of PH and Pv from hinge A in meters. And if the weight of the gate is 100 Newtons, how find the force “F” just sufficient to preventrotation about hinge A.
If the gate was designed to withstand a maximum force of 6,000 lbs, verify the gate will not break when the tank is filled with gas.
•Example A04-7. Determine the location of the center of gravity x and y of the cross section shown. Solution: f t -4 in.→ +1 in. 5 in. 1 in. 2 in. X
Water flows at a rate of 107L /s round a 1510 contracting pipe bend which lies in a horizontal plane. The diameter at the bend entrance is 771mm and at the exit 418mm. If the pressure at the entrance to the bend is 256kN/m2, determine the resultant force in the Horizontal direction (taking to the Left as positive) exerted by the fluid on the bend, correct to the nearest N. (Use π = 3.14)
Determine the magnitude of the hydrostatic force acting on gate AB, which has a width of 1 \rm m
Flat plate of area 106 mm2 is pulled with a speed of 0.4 m/s. relative to another plate located at a distance of 0.1 mm from d. Find force and power (consider Dynamic viscosity = 2 poise)
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 center of pressure from the water surface. O 9.21m O 7.67m O 8.67m O 8.25m
75 k 2 k/ft D B 5 ft 30 ft 31 E = constant
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 resultant hydrostatic force on one side of the plate. 634KN 706KN 666KN O 596KN