When deriving the formulation, IVW = EVW, simply we assumed that there is only nodal forces and that’s why EVW =
Let
Then
Equating EVW = IVW gives us
Example: If the beam is loaded as in the following figure,

then

When deriving the formulation, IVW = EVW, simply we assumed that there is only nodal forces and that’s why EVW =
Let
Then
Equating EVW = IVW gives us
Example: If the beam is loaded as in the following figure,

then

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