EXAMPLE 4. METAL STUDY CONSTRUCTION WITH 3D DWG

EXAMPLE: 'DESIGN OF METAL CONSTRUCTION' 66 In each case you will have to calculate the new intensities and therefore run the analyses again. NOTE : The check of the cross-section will be done based on the new cross-section but with the same intensive sizes if you do not run the analysis scenario again and simply recalculate the combinations in the Dimensioning parameters field. 6.3.3 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