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Design member for the reinforced concrete in the RCS application

Buckling of gusset plates

How the rinf and rsup coefficients are taken into account for SLS checks

Non-linear creep in Beam application

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

Combining pre- and post-tensioned tendons

Lateral stability

Equivalent time for deflection evaluation

Plastic strain limit in steel connections

Test article - Support center

Bending

Known limitations for SCIA Engineer

Member – Column buckling

Code-check of welds (EN)

How to set the lever arm properly

Section and member types in the RCS application

Code-check of bolts and preloaded bolts (EN)

Self-weight for prestressed members in Detail

Update of eccentricity definition of a normal force for concrete columns according to Eurocode

Capacity design (EN)