Hi all, I am facing an issue trying to obtain convergence in a simple strip foundation problem. The calculation is aborted and there is an unconverged mohr coulomb plasticity issue from the job diagnostic. Unsymmetric matrix solver in step is turned on. Does anyone know how to attempt to resolve this issue? Thank you! 

I am using friction angle of 35, cohesion of 100 Pa, dilatancy of 1, tension cut off of 100 in the mohr coulomb model.