STS+ | Single-span Steel Column | Update Information
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.
Representation of the moments in the load graphics fixed.
Data transfer to BTII+: Direction change for the load input at the cross-section fixed.
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.
First version with new user interface.