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Meer tonen Minder tonen

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Meer tonen Minder tonen

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Cross-section library favorites

Settings dialogue

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

Partially supported base plate

Default member length in Connection

Limitations of through bolts and hollow sections

Bolt shear force calculated per shear plane

An improved model of contacts

How to define connections made with pins

Bearing type options for bolts in version 21.1 and onwards

Butt welds upgraded model

Check of missing welds

Import of recommended welds

Slip resistance check update according to SP 16

Use global/local coordinates in supports settings

Shell elements – benchmark studies

Connecting plate eccentricity

Cleat manufacturing operation improvements

110 new connection templates in the starting wizard

Right mouse button actions

How to put rotational stiffness into your FEA model