Please tell me why I can't see the values of these moments in the end and at the beginning of the rods? (for example for the rod 2084) Thanks in advance
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Please use maps on bars descriptions instead. The description for diagrams show max and min values only.
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Yes this is true.
But only when the element has "symetrical" internal forces, such as in the original picture posted. Of course if the loading is constant the end moment will be the same at both ends,
If the force in the bar is not symetrical, then my suggestion works.