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In this paper, we present a new approach to calculate the horizontal load carring capacity of a wooden structure consisting of structural components with different deformation capacities. The conventional perfect elasto-plastic model is found to be improved by adopting a safety limit angle that gives the same potential energy for the individual components.

CALCULATION OF HORIZONTAL LOAD CARRING CAPACITY OF A WOODEN STRUCTURE CONSISTING OF STRUCTURAL COMPONENTS WITH DIFFERENT DEFORMATION CAPACITIES