ST9 | Bolted Steel Connection | Update Information

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.