The concrete (specific weight = 150 lb/ft³) seawall of the figure below has a curved surface and restrains seawater at a depth of 24 ft. The trace of the surface is a parabola as illustrated. Determine the moment of the fluid force (per unit length) with respect to an axis through the toe (point A). Assume a = 0.23, y = 0.23x².

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The concrete (specific weight = 150 lb/ft³) seawall of the figure below has a curved surface and restrains seawater at a depth of 24 ft.
The trace of the surface is a parabola as illustrated. Determine the moment of the fluid force (per unit length) with respect to an axis
through the toe (point A).
Assume a = 0.23, y = 0.23x².
MA- 25299.82
ft-lb
24 ft
Seawater
y = ax².
-15 ft
-X
Transcribed Image Text:The concrete (specific weight = 150 lb/ft³) seawall of the figure below has a curved surface and restrains seawater at a depth of 24 ft. The trace of the surface is a parabola as illustrated. Determine the moment of the fluid force (per unit length) with respect to an axis through the toe (point A). Assume a = 0.23, y = 0.23x². MA- 25299.82 ft-lb 24 ft Seawater y = ax². -15 ft -X
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