EXAMPLE 2. FORMAL STUDY METAL CONSTRUCTION

EXAMPLE 2: 'DESIGN OF A METAL STRUCTURE' 62 6.3.2 Buckling control of steel sections: This mandate is used to control the members. That is, checks are performed for each member belonging to the specified layer: Limit State of Failure ▪ Check for bending (lateral) buckling due to axial compressive force ▪ Torsional buckling check due to bending moment. ▪ Check for torsional bending due to the simultaneous presence of axial compressive force and bending moment. Limit State of Functionality ▪ Member deformation control ▪ Edge (node) movement control Using the command, the following dialog box appears: The check is done per layer. So first select from the list By selecting the layer, all the members of this layer and their cross-section are displayed in the "Member" list.