ST9 | Bolted Steel Connection | Update Information
Beam Connection: Verification of angle: Problem with distance of screw centroid fixed
Information of the weld seam on the tension chord in the short output.
Internal forces calculation in inclined girders.
The internal forces are divided by the dimensions (flange, bar) of the cross-sections, but no longer by the dimensions of the plates.
Limit of the allowable hole diameter (M12).
Preset design standard can be defined in the project properties.
Beam Connection: Screw force in z/y components divided and designed.
End plate joint: Program crash fixed when changing the cross section with default settings.
Rigid splice: the utilization of the web as per EC3 was not calculated correctly.
End plate splice according to DIN18800: The cross sectional properties of I-sections with inclined flanges was calculated as for IPE sections.
Rigid splice: max. Eta was not displayed on the screen under particular conditions (only in the output)
End plate joint: All bolts strengthes can be selected according to EN1993
EN1993 - Correction in the calculation of weld area
Improve the input of the bolt pattern
Correction of the internal forces with respect to the angle of the beam axis
Check of bolt spacings
Internal changes for user interface.