Abstract: Only four formulas derived by the authors using the transfer rector method are necessary to find all state vectors of the rectangular frame with multi-storey and multisPan loaded by the static force or dynamic force. Neither a flexibility matrix of the totality structure nor an inverse matrix is wanted to be formed or solved. Only four parameters to iterate dichotomy to try root and Gaussian elimination to satisfy boundary conditions are required to the method in the Paper. In this way, the computation time is saved and memorizing space is decreased obviously,Furthermore, the concept is distinct and easy to be comprehended.