Frequency analysis of space frame with distributed mass
Dear all,
I want to do a frequency analysis of a 3d frame which has three beam elements (2 columns and one beam). There are no lumped masses in the model. I want to assign mass to all three elements equal to m per unit length of the members.
When I assigned nonzero density in the beam section definition (equal to m/A, where A is the cross section area),
When I changed from beam elements into frame elements
When I changed from beam of linear geometric order to beam of quadratic geometric order (standard element libraries)