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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

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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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