Moving to another questioncion 40The crest gate shown consists of a cylindrical surface which AB is the base, supported by a structural frame hinged at C. It is retaining water on one side. The length of the gate perpendicularto the paper is 9.63 m. Use R = 12 meters, and 0 = 38°. Determine the distance (in meters) of the vertical component of the hydrostatic force measured from the hinge at C. Round off tothree decimal places.W.SRHINGEDRTEASF10F12F2F3F4FSF6&NUM LK%3DYENTERHJKコト

Answered: Image /qna-images/answer/5dc80244-b93e-4cb6-9b1b-54eada8f60ed.jpg

ion 40 The crest gate shown consists of a cylindrical surface which AB is the base, supported by a structural frame hinged at C. It is retaining water on one side. to the paper is 9.63 m. Use R = 12 meters, and 0 = 38", Determine the distance (in meters) of the vertical component of the hydrostatic force measured from the hinge at C. Round off to three decimal places. W.S. R HINGED R

ion 40 The crest gate shown consists of a cylindrical surface which AB is the base, supported by a structural frame hinged at C. It is retaining water on one side. to the paper is 9.63 m. Use R = 12 meters, and 0 = 38", Determine the distance (in meters) of the vertical component of the hydrostatic force measured from the hinge at C. Round off to three decimal places. W.S. R HINGED R

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

Q-5 The dam in Fig. is a quarter circle 50 m wide into the paper. Determine the horizontal and vertical components of hydrostatic force against the dam and the point CP where the resultant strikes the dam. ! 20 m . 20 m Water
The crest gate shown consists of a cylindrical surface which AB is the base, supported by a structural frame hinged at C. It is retaining water on one side. The length of the gate perpendicular to the paper is 8.29 m. Use R = 14 meters, and θ = 42°. Determine the distance (in meters) of the vertical component of the hydrostatic force measured from the hinge at C. Round off to three decimal places.
The crest gate shown consists of a cylindrical surface which AB is the base, supported by a structural frame hinged at C. it is retaining water on one side. The length of the gate perpendicular to the paper is 8.79 m. use R = 14 m. and 0 = 49 degrees. Determine the angle (in degrees, acute) of inclination of the total hydrostatic force acting on surface AB.
Q-5 The dam in Fig. is a quarter circle 50 m wide into the paper. Determine the horizontal and vertical components of hydrostatic force against the dam and the point CP where the resultant strikes the dam. ! 20 m I P. -0 20 m Water
The sluice gate is a circular arc of radius 5m and angle B=60°. The depth of water behind the gate is 4m. Knowing that the length of the gate is 3m (dimension perpendicular to the paper), determine the vertical component of the hydrostatic force acting on the gate.
a. Determine the magnitude of the projected component of the 100-lb force acting along the axis BC of the pipe. b. Determine the angle 0 between pipe segments ВA and BC. B 3 ft `8 ft 4 ft 6 ft 2 ft F = 100 lb D C
Name: Class Q-5 The dam in Fig. is a quarter circle 50 m wide into the paper. Determine the horizontal and vertical components of hydrostatic force against the dam and the point CP where the resultant strikes the dam. 20 m I P.0 20 m Water
Determine the magnitude of the hydrostatic force acting on gate AB, which has a width of 1 \rm m
Determine the y-component of the resultant of the concurrent forces in kN below. F1 = 252 kN, 01 = 54°, F2 = 350 kN, 02 = 66⁰, F3 = 451 kN, 03 = 20°. Write numerical value only with 2 decimal places F₁ F3 0₁ D I+Y 8₂ 2 -.-.- Fy + X
Q4) Compute the hydrostatic force and its line of action of the ABC, if the width into the paper equals to 2m. Fluid s.g.=0-88 2m +2,5m 1m
• Figure shows a inclined rectangle gate AB. The breadth is 3 m, the gravity of the gate is 9800 N. The angle between gate and horizontal surface a = 1.00 m, h2 = 1.73 m. The force used to pull the gate is 60°. h1 = %3D vertical. O 1) when there is no water on right side (h3 the needed F to pull the gate up. = 0 m), find • 2) when h3 F. = h2 = 1.73 m, find the AF A B a=60°
please answer with a neat solution and provide all answersA curved surface is formed as a quarter of a circular cylinder with R = 0.75 m as shown. The surface is w = 3.55 m wide. Water stands to the right of the curved surface to depth H = 0.60 m.Determine the magnitude and direction of the horizontal component of the hydrostatic force (in N) acting on the gate. Indicate the direction by putting an R for right and L for left after your numerical answer.Determine the vertical component of the hydrostatic force (in N) acting on the gate, indicate the direction by putting an U for upward and D for downward after your numerical answerDetermine the magnitude (in N) of the hydrostatic force acting on the gateWhat angle (in degrees) does the hydrostatic force F make with horizontal?