Steel column design (EN1993)
Enhanced the calculation to include a Calc API so the calculation can
be used in automation scenarios including the option to completely disable the
user interface. The batch design has also been updated to include a Steel column
design example.
Product bulletin August 2022 (PBT-2208-1)
Crane gantry girder design (EN1993) - Fixed a potentially
un-conservative error affecting the deflection result for load group 5 when
using an IFF wheel fixing layout. For more detailed information please refer to
Product bulletin August 2022
(PBT-2208-1).
Other Updates
| Batch design |
|---|
| TEDDS-6975 |
Updated the Steel simple connection design (EN1993)
examples to use the main calc item "Steel connection design
(EN1993)" rather than the legacy "batch design" item. |
| Crane gantry girder
design (EN1993) |
|---|
| TEDDS-7032 |
Fixed a solver error when the wheel fixing layout
was CFM or IFM. |
| RC slab design
(EN1992) |
|---|
| TEDDS-6913 |
Fixed undefined variable error when switching from
monolithic to simple supports and bending moments and shear
forces are calculated from coefficients. |
| Steel column design
(EN1993) |
|---|
| TEDDS-6868 |
Fixed undefined variable error if output is
selected as 'None'. |
| TEDDS-6877 |
Fixed user defined output title. |
| Steel simple
connection design (EN1993) |
|---|
| TEDDS-6975 |
Fixed output when calculation is running from a
batch design. |
| Timber rafter design
(EN1995) |
|---|
| TEDDS-6934 |
Fixed 'Lower roof' and 'Upper roof' loads named
incorrectly in the documented output for a timber
rafter. |
