11. The crest gate shown consists of a cylindrical surface of which AB is the base, supported by a structural frame hinged at C. The length of the gate per perpendicular to the paper is 8 m. Compute the vertical force components of the total pressure AB. A) 315.76 B) 335.76 C) 355.76 D) 375.76 E) 395.76

11. The crest gate shown consists of a cylindrical surface of which AB is the base, supported by a structural frame hinged at C. The length of the gate per perpendicular to the paper is 8 m. Compute the vertical force components of the total pressure AB. A) 315.76 B) 335.76 C) 355.76 D) 375.76 E) 395.76

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

The pipe shown has a 180° horizontal bend in it as shown, and D is 20 cm. The discharge of water (p = 1000 kg/m:) in the pipe and bend is 0.35 m3/s, and the pressure in the pipe and bend is 100 kPa gage. If the bend volume is 0.10 m3, and the bend itself weighs 400 N, what force must be applied at the flanges to hold the bend in place? D
5. The uniform 7-m steel shaft has a mass of 200 kg and is supported by a ball-and-socket joint at A in the horizontal floor. The ball end B rests against the smooth vertical walls as shown. Compute the forces exerted by the walls and the floor on the ends of the shaft.
Problem 2 Water flows through a horizontal 45 degree bend with a 22-in dimeter at a rate of 20 ft³/s under a pressure of 15 lb/in². a. In the x-direction P₁ b. In the y-direction y κα F *P2, Fx F Neglecting the head loss in the bend, calculate the resisting force required to anchor this pipe bed: X
Determine the magnitude and location of the total hydrostatic force acting on the 2m x 4m gate shown in the figure. Ans. F= 733.16kN, 1.844m from the bottom of the tank parallel to the gate
The 600-Ib, 20ft-wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45° with the horizontal. The gate is to be opened from its lower edge by applying a normal force P at its center. A. Determine the magnitude if the hydrostatic force acting on the gate using the hydrostatic panel equations. Express your answer in kips.
asap
Find the hydrostatic pressure force acting on the ABCD curvilinear surface. (The width of the gate is 3 m). Draw hydrostatic pressure distribution on this figure.
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.
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
... 4m 2m Hinge Water 50cm 420cm 30cm B.
Gate AB in the figure below is 1 m long and 0,7 m wide. Determine the force (F) on the gate and the position x, the centre of pressure. 3m Oil (sp gr = 0.81) ㅗ 1m. 7m 1m 1
Gate AB in the figure is semi-circular, hinged at B. Unit weight of water is 9.79 kN/m³. Compute the hydrostatic force on the gate. 6no h: 4m 1.698 Hinged