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14 results

Why is 5% strain limit used in material diagram for AISC?

How do checks in IDEA StatiCa Connection align with the code

Fatigue analysis: nominal stress

Why is a 5% strain limit used in the material diagram for EN?

Key features of the CBFEM analysis

Stop at limit strain

Equivalent stress above acceptable levels, but check remains OK. Why?

How to visually check the joint model works correctly

Deep understanding of EC weld results

Can I find match in weld stress to my hand calculations?

General composite cross-section check of design in editor

Rocky Mountain Metropolitan Airport drive-through canopy

Glass roof topping

Base connection for a tension membrane structure - Dubai, UAE