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7. The tank indicated in the cross section 6 m long normal to the paper. The curved panel MN is one quarter of an ellipse with semi-axes b - 5 m and d - 7 m. If a - 1.0 m. a) Calculate the horizontal force component on the panel. b) Calculate the location of the center pressure below the water surface and to the right of N c) Calculate the vertical component of the force on the panel. a=1m d=7m N b=5m M

7. The tank indicated in the cross section 6 m long normal to the paper. The curved panel MN is one quarter of an ellipse with semi-axes b - 5 m and d - 7 m. If a - 1.0 m. a) Calculate the horizontal force component on the panel. b) Calculate the location of the center pressure below the water surface and to the right of N c) Calculate the vertical component of the force on the panel. a=1m d=7m N b=5m M

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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7. The tank indicated in the cross section 6 m long normal to the paper. The curved panel MN is one quarter of an ellipse with semi-axes b - 5 m and d - 7 m. If a - 1.0 m. a) Calculate the horizontal force component on the panel. b) Calculate the location of the center pressure below the water surface and to the right of N c) Calculate the vertical component of the force on the pancl. a=1m d=7m N 7. Fh 1850.31 kN Y,= 5.407 m Fv = 1908.4 kN water b=5 m 8. The 8 ft diameter cylinder weighs 500 lb and rests on the bottom of the tank that is 3ft long. Water and oil are poured into the left and right portions of the tank to depths of 2ft and 4ft respectively. Find the net horizontal hydrostatic force and the Reaction at B M 2 ft r=4ft 4 ft oil 0.75 ▷ 8. FH(water) = 374.4 lb FH(oil) = 1123.2 lb RB = 2184.12 lb
Transcribed Image Text:7. The tank indicated in the cross section 6 m long normal to the paper. The curved panel MN is one quarter of an ellipse with semi-axes b - 5 m and d - 7 m. If a - 1.0 m. a) Calculate the horizontal force component on the panel. b) Calculate the location of the center pressure below the water surface and to the right of N c) Calculate the vertical component of the force on the pancl. a=1m d=7m N 7. Fh 1850.31 kN Y,= 5.407 m Fv = 1908.4 kN water b=5 m 8. The 8 ft diameter cylinder weighs 500 lb and rests on the bottom of the tank that is 3ft long. Water and oil are poured into the left and right portions of the tank to depths of 2ft and 4ft respectively. Find the net horizontal hydrostatic force and the Reaction at B M 2 ft r=4ft 4 ft oil 0.75 ▷ 8. FH(water) = 374.4 lb FH(oil) = 1123.2 lb RB = 2184.12 lb
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