General
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Stiffness of the connection between two entities
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Utilisation factor
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Perform a steel SLS check
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Buckling coefficients
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Use joint module alone
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Plastic member capacity of semi-compact steel sections
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Warning W22 (lateral torsional buckling)
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Scaffolding coupler interaction 3 check
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Display results for steel connections
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Plastic behaviour of 2D members
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Second order calculation acc. EN 1993-1-1
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Warning W30 (LTB Dutch Annex)
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The steel ULS check is not available
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Adapt the strength of steel materials