31-45. The tank shown in the figure is 3 m wide into the paper. Neglect atmospheric pressure. Use Ywater = 9.79 kN/m³. Determine (a) the vertical component of the total hydrostatic force on the quarter circle panel AB in kN, (b) the resultant hydrostatic force acting on the quarter circle panel AB in kN, and (c) the angle that the resultant hydrostatic force make with the horizontal in degrees. Yw = 9.79 kN/m³ 05m B 5 mi 4 m

Structural Analysis
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Chapter2: Loads On Structures
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31-45. The tank shown in the figure is 3 m wide into the paper. Neglect atmospheric
pressure. Use Ywater = 9.79 kN/m³. Determine (a) the vertical component of the
total hydrostatic force on the quarter circle panel AB in kN, (b) the resultant
hydrostatic force acting on the quarter circle panel AB in kN, and (c) the angle
that the resultant hydrostatic force make with the horizontal in degrees.
Yw = 9.79 kN/m³
05m B
5 mi
4 m
Transcribed Image Text:31-45. The tank shown in the figure is 3 m wide into the paper. Neglect atmospheric pressure. Use Ywater = 9.79 kN/m³. Determine (a) the vertical component of the total hydrostatic force on the quarter circle panel AB in kN, (b) the resultant hydrostatic force acting on the quarter circle panel AB in kN, and (c) the angle that the resultant hydrostatic force make with the horizontal in degrees. Yw = 9.79 kN/m³ 05m B 5 mi 4 m
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