Research Article

Free Vibration of a Perfectly Clamped-Free Beam with Stepwise Eccentric Distributed Masses

Table 1

Parameters reflecting the segments affected by mass alteration, large regions.

ScenarioMass density [kg/m3]Left limit [mm]Right limit [mm]Extent [mm]

A4000300400100
B10000300400100
C1200060065050
D200070075050
E1400050055050
F300080085050