EK662
If the buckling load is more than 10 times the applied load then the system is a sway system and second order effects need to be considered. Else the second […]
EK661
If the buckling load is 10 times larger than the applied load then there is no need to include second order effects in the analysis of the global system.
EK660
According to Eurocode the second order effects may be ignored if they are less than 10 percent of corresponding first order effect.
EK651
According to Eurocode 2, if the second order effects is taken into account, the equilibrium and resistance should be checked in the deformed state, including effects of cracking, non-linear material […]
EK639
If the critical buckling load is less than 10 times the applied vertical design load then second order effects need to be included in the structural analysis.
EK395
SOFTWARE: 2D Truss Analysis DEVELOPER: EngiSSol LINK: https://www.engissol.com/demos.html PLATFORM: Windows MAIN APPLICABILITY: Software for static analysis of 2D trusses. MAIN FEATURES: Possibility to create 2D truss of any shape. Possibility […]
EK163
When an unbraced frame has high slenderness so that ratio between elastic buckling load and acting load is lower than 3, then EC3 requires a more accurate analysis to be […]
EK94
There are two main assumptions for first order plastic analysis: The structure is made of ductile material that can undergo large deformations beyond the elastic limit without fracture or buckling. […]