Description Usage Arguments Value
Generates the load column matrix for an element with a uniformly distributed load.
1 | BarUDL_Matrix(DOF = 2, LoadMagnitude, Length)
|
DOF |
Degree of freedom (2 for a bar). |
LoadMagnitude |
Magnitude of the UDL, e.g. q in N/m. |
Length |
Length |
A column matrix of the equivalent nodal loads.
Add the following code to your website.
For more information on customizing the embed code, read Embedding Snippets.