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1 resultate pentru "verification examples/1000"

Moment resistance of strong-axis open-section beam-to-column welded steel joints

This thorough verification study compares the results of Abaqus models, current Eurocode, and second generation Eurocode with IDEA StatiCa. The material model implemented by IDEA StatiCa (with E /1000 strain hardening slope) results in an average of 3% increase in moment resistance when compared
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Braces with Single-sided Gusset Plates Connections

Limit column imperfection Limit gusset plate imperfection Maximum \(e_{c,max} = \alpha L_c / 150\) \(e_{g,max} = L_g/50 \) Minimum \(e_{c,min}=L_c/1000