A vertical rectangular gate as shown is 2 m wide, 6 m high is hinged at the top, has oil (sp.gr.=0.84) standing 7 m deep on one side, the liquid surface being under a pressure of 18.46 kPa.Determine the hydrostatic force acting on the gate.P=-18.46 kPa-2m-HingedOil7m(0.84)6m

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Answered: A vertical rectangular gate as shown is…

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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A vertical rectangular gate as shown is 2 m wide, 6 m high is hinged at the top, has oil (sp. gr.=0.84) standing 7 m deep on one side, the liquid surface being under a pressure of 18.46 kPa. How far is the force acting below the hinge? P=-18.46 kPa -2m- Hinged Oil 7m (0.84) 6m
The air above the liquid (S.G.=0.85) is under a pressure of 40kPa gage. The rectangular gate is 2.0m wide. a) Determine the hydrostatic force acting on the gate. b) Determine the location of the force measured from the hinge. c) Calculate the minimum value of P to hold the gate in place.
The air above the liquid is under a pressure of 40 kPa gage, and specificgravity of the liquid in the tank is 0.80. The rectangular gate is 2.0 mwide, y1 = 1.0 m and y2 = 3 m. 1. Determine the hydrostatic force acting on the gate, in kN 2. What is the location of the force, in m, measured from the hinge? 3. Calculate the minimum value of P, in kN, to hold the gate in place
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A cylindrical tank with its axis vertical is 1.0 m diameter and 3.6 m high. It is held together by two steel hoops, one at the top and the other at the bottom. There liquids A, B and C having specific gravities of 1.0, 2.0, and 3.0 respectively fill the tank, each having a depth of 1.2 m. On the surface, there is atmospheric pressure. Find the tensile stress in each hoop, if each hoop has a cross- sectional area of 1200 mm?.
A 6 m long simply supported cylindrical pressure vessel has an inside diameter of 1200 mm and a wall thickness of 4 mm. If the vessel with the inner gas weigh 10 kN/m, and the gas exert a uniform internal pressure of 40 kPa. Determine the principal stresses at point A located at section C-C on the outer surface of the cylinder. 2 m C B B 14 Section C-C 6 m
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Q.2 For h 1 m in the setup shown in figure find: 1. Pressure head at point a 2. Seepage velocity 3. Find h if the force on screen b is 2.5 kN/m² WIT 1.0m -0.25m Screen b h W.T 41 n=1/3! @ K=0.5 cm/sec. Datum 84=21kN/m³ Cross-Sectional area of the tube=0.5m² -
2. Determine the magnitude and location of the total hydrostatic force acting on the 2m x 4m gate shown in the figure. You have 32KPA, an oil of height 1m (sg.gr.=D0.8), water with height of 1.5m, and glycerin with an sg.gr.=1.26. Ait p#32 kPa 1 m Water 1.5 m 2 m 3 m 60°
An isosceles triangular gate with base of 6 m and height 4 m is at a depth of 1 m from the free surface (depth = distance between free surface and top vertex of gate) Find the position of center of pressure___ m
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The gate AB shown in figure is hinged at A and kept closed by a force P at B. Compute for the Hydrostatic Force acting on the side of the gate AB. (Given: p = -18.46 kPa, OIL SG = 0.8) p-18.46 Pa Figure 34(01)A Ol, s-0.8 7 m 6m 2m Answer:

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A vertical rectangular gate as shown is 2 m wide, 6 m high is hinged at the top, has oil (sp. gr.=0.84) standing 7 m deep on one side, the liquid surface being under a pressure of 18.46 kPa. Determine the hydrostatic force acting on the gate. P=-18.46 kPa -2m- Hinged Oil 7m (0.84) 6m