Knowledge base articles

Produs

Application

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National code

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314 resultate

IDEA StatiCa 23 approved for Hong Kong (HKG)

Warping of members – Load in shear center

Known limitations for Robot Structural Analysis

Checkbot in Tekla Structures ribbon missing

How to model footing with connecting plate

Concrete cone area of single anchor and group of anchors

Effective area in check of contact stress in concrete

Percentage loading

Section model view – drawings (“sketches”)

Mesh generation error for a plate imported from DXF

Regional-based item order in the cross-section library

Geometry

Improved Cross-section Conversion

Cross-section library favorites

Settings dialogue

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

Partially supported base plate

Limitations of through bolts and hollow sections