ANALYSIS OF STRESS IN PLANNE-ORTHOGRPHIC FRAME WITH NON-PRISMATIC MEMBERS BY STOREY-ELEMENT MTEHOD

Using concept of the shear moment distribition. The paper illustrates a new method on calculation of plane-orthographic frame wish non-prismatic members——"Storey Element" method. When the axial deformation of members is not taken into account, the method can decrease unknown numbers of each joint from two to one successfully and save a largenamber of storage cells and carious out various kinds of mathematical treatment.