10A. DIMENSIONING PART 1/4

Similarly for the following inclined beam : The local axis of the beam parallel to the tesserae is y-y. Therefore, Ly will be taken as the unified of the whole beam, while Lz will be taken as the individual lengths. The consolidation command group includes the following commands: The logic of the consolidation methodology is that, either automatically or manually, the individual members of an element are consolidated by bending direction. The buckling length taken for calculation purposes is not the actual length of the member, but the unified length from the beginning to the end of the column or beam respectively.