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Good afternoon all, Some questions about the Part 5, Design By Analysis : 1. For protection against Local Failure, do we need to considered load case combinations for test conditions when using Elastic and Elastic-Plastic method ? Or only the ones for Design conditions or required to evaluate...

Ok nice ! Could someone send a screen of 3D-3 because I have 2019 Edition of VIII-2,in Annex 3-D for checking the new equation ? Thanks a lot

Thanks for your informations IdanPV and TGS4. What Y1 & Y2 mean ? And εp is the second point of stress-strain curve defining as εp(σt/Ey ; σt), right ? Thanks Pierre-Louis

Thank you TGS4 for your answer. I studied the elastic-plastic stress-strain curve provided in Annex 3-D. This model for the stress-strain curve shall be used when the strain hardening characteristics of the stress-strain curve are to be considered. But when protection against local failure has...

Good afternoon, I am currently looking for answers about material model used in Elastic-Platsic analysis - Local Strain limit used in a nonlinear analysis. When I performed the Limit-Load analysis for protection against plastic collapse, I used an elastic perfectly plastic material model with...