Fluid mechanics, i need solutions in 10 minutes please. MCQ/Curved panel BC shown in the figure is a 60 ° arc, perpendicular to the bottom at C. If the panel is 5 m wide into the paper, compute the vertical component of the hydrostatic force of the water on the panel. A-267.865 kN B-284.257 KN C- 218.953 KN D- 156.568 KN E- 141.993 KN F-235.066 KN G- 251.017 KN H-114.631 KN I-128.004 KN J-319.178 KN K-186.655 KN L-300.428 KN M-202.738 KN N-171.524 KN
Fluid mechanics, i need solutions in 10 minutes please. MCQ/Curved panel BC shown in the figure is a 60 ° arc, perpendicular to the bottom at C. If the panel is 5 m wide into the paper, compute the vertical component of the hydrostatic force of the water on the panel. A-267.865 kN B-284.257 KN C- 218.953 KN D- 156.568 KN E- 141.993 KN F-235.066 KN G- 251.017 KN H-114.631 KN I-128.004 KN J-319.178 KN K-186.655 KN L-300.428 KN M-202.738 KN N-171.524 KN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Fluid mechanics , i need solutions in 10 minutes please.
MCQ/Curved panel BC shown in the figure is a 60 ° arc, perpendicular to the bottom at C. If the panel is 5 m wide into the paper, compute the vertical component of the hydrostatic force of the water on the panel.
A-267.865 kN
B-284.257 KN
C- 218.953 KN
D- 156.568 KN
E- 141.993 KN
F-235.066 KN
G- 251.017 KN
H-114.631 KN
I-128.004 KN
J-319.178 KN
K-186.655 KN
L-300.428 KN
M-202.738 KN
N-171.524 KN
Transcribed Image Text:Water
B
Radius = 3 m
0,
2.
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