For developers writing C++, Fortran, Java, code who have questions or comments to make.
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i am using the elastic beam column element to build my frame. Now i want to kown the reation and deformation of the elastic beam column element at a specified section, not the bottom and top section of the element. How can i get these values?
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- Location: UC Berkeley
not from OpenSees, that should be easy assuming you have taken any course that covered simple beam theory.