In uniformly varying load in simply supported beam when we
In Uniformly varying load in simply supported beam, when we are calculating reaction at support we say centorid of triangle will be at 2x/3 from a to b. but, when calculating moment we say centroid will lies at x/3 from a to b, why?
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in uniformly varying load in simply supported beam when we are calculating reaction at support we say centorid of
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