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STS+ | Single-span Steel Column | Update Information


Version 02/17


Addition

In case of stability design the reduction factor Chi,LT is modified according to the moment distribution.
Load values can be compiled for a single load case.


Version 01/17


Correction

Representation of the moments in the load graphics fixed.
Data transfer to BTII+: Direction change for the load input at the cross-section fixed.


Version 02/16


Internal

Technical adjustment


Version 01/16


Addtion

Loads: Load combinations optimized by combining the permanent loads to one load case.
Support conditions: For restraint columns a warping spring is taking into account.


Version 01/15


New Version

First version with new user interface.

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