عنوان مقاله [English]
نویسندگان [English]چکیده [English]
This paper presents a new method for the analysis and design of beams and networks. In this method, both the strength and stiffness of the beams as well as the condition of the beam column simultaneously provides the stability condition. Through an example and comparison with available analyses, the efficiency of the method is shown. It can be seen that as a quick, economical and easy method, this method can be used for the analysis and design of beams and columns with different boundary conditions, and other structures including frames and continuous beams.