Comment on the variations of hydrostatic force with depth of immersion. Graph is attached

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Comment on the variations of hydrostatic force with depth of immersion. Graph is attached
Hydrostatic Force
(N)
9.000
8.000
7.000
6.000
5.000
4.000
3.000
2.000
1.000
0.000
Theo DoC vs. Imm
0
0.02
Partially Submerged
Exp DoC vs. Imm
0.04
Hydrostatic Force vs Depth of Immersion
y = 367.87x²2
R² = 1
0.06
G Fully Submerged
4
0.08
Depth of Immersion
(m)
0.1
Theo vs Exp Center of Pressure
y=73.575x-3.6787
R² = 1
* Power (Partially Submerged)
O
Mass vs Deptl ...
0.12
+
0.14
4
....
0.16
Linear (Fully Submerged)
HNIE
Y
0.18
Transcribed Image Text:Hydrostatic Force (N) 9.000 8.000 7.000 6.000 5.000 4.000 3.000 2.000 1.000 0.000 Theo DoC vs. Imm 0 0.02 Partially Submerged Exp DoC vs. Imm 0.04 Hydrostatic Force vs Depth of Immersion y = 367.87x²2 R² = 1 0.06 G Fully Submerged 4 0.08 Depth of Immersion (m) 0.1 Theo vs Exp Center of Pressure y=73.575x-3.6787 R² = 1 * Power (Partially Submerged) O Mass vs Deptl ... 0.12 + 0.14 4 .... 0.16 Linear (Fully Submerged) HNIE Y 0.18
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