We extend the work done by
Bolker and Roth in calculating the dimensions of the stress spaces of complete
bipartite frameworks. We will present results which are analogous to those known for
complete bipartite frameworks, yet hold for a much wider class of bipartite
frameworks. The main results give the dimensions of the stress spaces for certain
classes of frameworks, which are easily calculated using only the number of bars, the
number of joints, and knowledge of the geometry of the specific realization of the
framework.