Since the 921 Chi-chi earthquake, domestic technicians have used SERCB and NCREE software to actively assess and reinforce the seismic capacity of low-rise school structures for over ten years, and have accumulated a significant amount of experience. Now as domestic people have already fully understood these two sets of software and after the differences between the property of moment plastic hinge of RC beam and column members determined by these two sets of software have been investigated in the previous paper[1], this paper continues investigate the differences between the property of shear plastic hinge of RC beam and column members determined by these two sets of software as well as their impact on the assessment results of the seismic capacity of RC buildings structure in order to confirm whether there are areas of improvement for these two sets of software.