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ST9 | Bolted Steel Connection | Update Information


Version 02/17


Correction

Information of the weld seam on the tension chord in the short output.
Internal forces calculation in inclined girders.


Version 01/17


Correction

Bending Joint
The internal forces are divided by the dimensions (flange, bar) of the cross-sections, but no longer by the dimensions of the plates.


Version 02/16


Internal

Technical adjustment


Version 01/16


Correction

Limit of the allowable hole diameter (M12).


Version 02/15


Addtion

Preset design standard can be defined in the project properties.


Version 01/15


Addition

Beam Connection: Screw force in z/y components divided and designed.


Version 02/14


Correction

End plate joint: Program crash fixed when changing the cross section with default settings.


Version 01/14C


Rigid splice: the utilization of the web as per EC3 was not calculated correctly.


Version 01/14B


End plate splice according to DIN18800: The cross sectional properties of I-sections with inclined flanges was calculated as for IPE sections.


Version 01/14A


Rigid splice: max. Eta was not displayed on the screen under particular conditions (only in the output)


Version 01/14


Internal modification
End plate joint: All bolts strengthes can be selected according to EN1993
EN1993 - Correction in the calculation of weld area


Version 01/13B


Improve the input of the bolt pattern


Version 01/13


Correction of the internal forces with respect to the angle of the beam axis
Check of bolt spacings


Version 01/11


Internal modifications


Version 02/10


Input

Internal changes for user interface.

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