Once the equations have been solved, the values of the forces and moments are known at each fixing point. The problem is therefore statically determinable, and details of the stresses in each member are known.
Using the notations from the Notations and Symbols table, we can write :Fm = Σ Bnm θn Fn + Σ Bpm θp Pp + Qm
Fm: sum of anchor reactions and concentrated and distributed loads participating in the stresses of member m .
The sums of these various efforts are already shown in the sequential table of members
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