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A segment shield with a radius of R = 5m covers an opening with a width of b = 7m (Fig. 13). The central angle of the sector is α = 450. The water depth in front of the shield is h = 3m. Determine the strength of hydrostatic pressure on the shield and the point of its application hD.
Given: R = 5m; b = 7m; α = 450; h = 3m.
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