ST9 | Bolted Steel Connection | Update Information
01/21
Internal
Technical adjustment
01/18
Correction
Beam Connection: Verification of angle: Problem with distance of screw centroid fixed
02/17
Correction
Information of the weld seam on the tension chord in the short output.
Internal forces calculation in inclined girders.
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.
02/16
Internal
Technical adjustment
01/16
Correction
Limit of the allowable hole diameter (M12).
02/15
Addtion
Preset design standard can be defined in the project properties.
01/15
Addition
Beam Connection: Screw force in z/y components divided and designed.
02/14
Correction
End plate joint: Program crash fixed when changing the cross section with default settings.
01/14C
Rigid splice: the utilization of the web as per EC3 was not calculated correctly.
01/14B
End plate splice according to DIN18800: The cross sectional properties of I-sections with inclined flanges was calculated as for IPE sections.
01/14A
Rigid splice: max. Eta was not displayed on the screen under particular conditions (only in the output)
01/14
Internal modification
End plate joint: All bolts strengthes can be selected according to EN1993
EN1993 - Correction in the calculation of weld area
01/13B
Improve the input of the bolt pattern
01/13
Correction of the internal forces with respect to the angle of the beam axis
Check of bolt spacings
01/11
Internal modifications
02/10
Input
Internal changes for user interface.