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A water tank has a right-triangular panel near the bottom, as in Figure 2. Omitting Pa, find and sketch the (a) hydrostatic force, F and (b) centre of pressure, CP on the panel. Given hi = 5 m, h2= 11 m, 0 = 30°, a =12 m, b = 6 m, p=1000 kg/m³ and Ixx = baʼ/36 Pa hi h2 Figure 2 b

A water tank has a right-triangular panel near the bottom, as in Figure 2. Omitting Pa, find and sketch the (a) hydrostatic force, F and (b) centre of pressure, CP on the panel. Given hi = 5 m, h2= 11 m, 0 = 30°, a =12 m, b = 6 m, p=1000 kg/m³ and Ixx = baʼ/36 Pa hi h2 Figure 2 b

Structural Analysis
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 water tank has a right-triangular panel near the bottom, as in Figure 2. Omitting Pa, find and sketch the (a) hydrostatic force, F and (b) centre of pressure, CP on the panel. Given hi = 5 m, h2 = 11 m, 0 = 30°, a = 12 m, b = 6 m, p= 1000 kg/m³ and Ixx = ba/36 Р. Pa hi h2 Figure 2 b
Transcribed Image Text:A water tank has a right-triangular panel near the bottom, as in Figure 2. Omitting Pa, find and sketch the (a) hydrostatic force, F and (b) centre of pressure, CP on the panel. Given hi = 5 m, h2 = 11 m, 0 = 30°, a = 12 m, b = 6 m, p= 1000 kg/m³ and Ixx = ba/36 Р. Pa hi h2 Figure 2 b
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