Usually buildings are designed for ordinary loads like dead, live, wind and earthquake loads. Notwithstanding there are other loads like error in design, error in construction, fire, explosion, accidental over loads, hazardous material, vehicle crashes, bomb explosion etc. which may rarely take place, but in case of occurrence could result in uncompensable losses with the progressive collapse approach.Various methods have been suggested for reducing the probability of progressive collapse risk in the structures, among them the Alternate Path Method for preventing the progressive collapse seems to be the most logical and comprehensive one. In this method removal of a main and critical member is investigated and the structure for determining the effect of this removal is analyzed. By removal of a column in a structure, other members are subjected to large displacements and rotations. In the previous research, as asymmetric moment resisting frames have not been much studied, in this research a sample of asymmetric steel frame with moment resisting system is modeled utilizing GSA and DOD codes in the Etabs software and then using the Alternate Path Method (APM) , the progressive collapse is controlled and the induced forces in the adjacent members together with structure stability are compared for each case.