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supported beam on the soldier piles.
as simply supported beams with stmts as supporting hinges, or viewed as fixed end beams,
According to the bending moment distribution diagram of a continuous or a simply supported beam, if the joint is located at the places one-fourth of the span from the support, the maximum bending moment of the wale would be
As a result, in design practice, if the wale is assumed to be a simply supported beam, it
as a simply supported beam structure, the maximum bending moment and shear are
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