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Meer tonen Minder tonen

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Meer tonen Minder tonen

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ETABS BIM link for steel Member design (AISC)

Warping of members – Load in shear center

Bolts and preloaded bolts connections

Prestressing in Detail - Model description

Percentage loading

Regional-based item order in the cross-section library

Cross-section library favorites

Settings dialogue

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

Limitations of through bolts and hollow sections

Bolt shear force calculated per shear plane

An improved model of contacts

Relatieve positionering van staven

Contact stress between two plates

User guide - IDEA StatiCa Frame

Lassen

Plaat en las botsingscontrole

Combinatie van las- en contactbewerkingen