STS+ | Single-span Steel Column | Update Information

01/18

Internal

Technical adjustment

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.

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.

02/16

Internal

Technical adjustment

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.

01/15

New Version

First version with new user interface.