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Unformatted text preview: and supported by concrete thrust blocks, as shown in part (a) of the Fgure below. or analysis purposes, the wall and shores are idealized as shown in part (b) of the Fgure, with the base of the wall and both ends of the shores assumed to be pinned. The pressure of the soil against the wall is assumed to be triangularly distributed, and the resultant force acting on the wall is F = 190 kN. If each shore has a square cross section with dimensions 150 X 150 mm, what is the compressive stress c in the shores?...
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This note was uploaded on 04/26/2010 for the course ME MEM230 taught by Professor Fonseca during the Spring '10 term at Drexel.
- Spring '10