A vertical rectangular gate 1.8m wide and 4.2m high is submerged in oil (SG-0.88) with its bottomedge located 10.2 meters below the liquid surface. Use 9.81KN/m³ as the specific weight of water.Determine the following:the total pressure (kN) acting on one side of the gatelocation of the center of pressure measured from the liquid surface in metersNote: Do not round off intermediate values. Answer in four decimal places and do not includeunits in your answers.

Answered: Image /qna-images/answer/90e5f910-568e-4202-81e0-c1224f9415f5.jpg

Answered: A vertical rectangular gate 1.8m wide…

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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Handwritten pls.
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diameter = 60 cm height = 60 cm The CLOSE cylindrical tank is two-thirds full of water. It is subjected to pressure = 10 kpag. Considering that the tank is to rotate about the axis at the center at 10 rad/s a. What is the pressure at point C? b. What is the pressure at point D?
UT. LEUMASARY Water flows at a rate of (0.5 m³/s) round a (50) contracting pipe bend which lies in a horizontal plane. The diameter at the entrance is (700 mm) and at the exit (500 mm) as shown in figure (7). If the pressure at the entrance is (200kPa. ), Determine the magnitude and direction of the force exerted by the fluid on the bend. d = 500mm out d=700mm Figure (7 in 50
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