The concrete seawall given in Figure 4 has a curved surface and restrains seawater at a depth of 2,3 m. The trace of the surface is a parabola as illustrated. Determine the force of the fluid force (per unit length) with respect to an axis through the toe (point A). Seawater Peoneren: 2400 kg /m³ y = 0.2 H= 2,3 m

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Chapter2: Loads On Structures
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*** Unit of resultant force needs to be Newton.
The concrete seawall given in Figure 4 has a curved surface and restrains seawater at a depth
of 2,3 m. The trace of the surface is a parabola as illustrated. Determine the force of the
fluid force (per unit length) with respect to an axis through the toe (point A).
Seawater
Peonerera: 2400 kg /m?
y = 0.2
H = 2,3 m
25 m
Transcribed Image Text:*** Unit of resultant force needs to be Newton. The concrete seawall given in Figure 4 has a curved surface and restrains seawater at a depth of 2,3 m. The trace of the surface is a parabola as illustrated. Determine the force of the fluid force (per unit length) with respect to an axis through the toe (point A). Seawater Peonerera: 2400 kg /m? y = 0.2 H = 2,3 m 25 m
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