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 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 = ba’/36 Pa hi h2 Figure 2 b

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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Question

Q 1 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 = ba/36
Р.
Pa
hi
h2
Figure 2
b

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