GBR+ | Bearing Resistance Failure (FDT) | Update Information

01/22

Codes

Support of all 3 verification methods according to Eurocode 7, adjustable for all national annexes.
The partial safety factors and combination equations for the geotechnical verifications are now editable.

Codes

DIN 1054:2021 has been implemented.

02/21

Settlements

In the settlement calculation, the output of the internal forces in the bottom joint was corrected.

02/21

Codes

The Polish Eurocode has been implemented.

01/18

Changes/Additions

- Improvement of the precision of analysis
- Addition of the automatic output of shear force in case of gaping joint at design values for loads

02/17

Addition

- The output of the bearing pressure graphic for the simplified verification has been improved.

Correction

- When reopening a position, the compression module was incorrectly imported.
- Once the soil layer dialog has been left with Cancel, it will no longer react when it is called again.
- The output of area loads has been corrected.

02/17

Changes/Additions

- The settings of the units have been extended.
- Load compilation enabled.
- Sign convention is now according to a right-hand system. Optionally, the former convention can be reset.
- The program can now automatically take into account snow loads as extraordinary loads.
- Updating the load case table has been improved.
- Tool-tips added.
- The exceptional design situation can be optionally excluded from the soil engineering proofs.

Correction

- An additional load case self-weight is now only created if no permanent load case is available.
- A program failure in connection with load actions was eliminated.
- The colors of the required and existing reinforcement in the reinforcement dialog were interchanged.

01/17

Erste Version

Erste Version des neuen Programms

01/17

Correction

Check of safety against displacement was designed with a partial safety factor of 1.5 instead of 1.25 in the temporary situation.
In case of a failed base failure check there are more comments in the output.
Distance for additional shear design for inner columns is changed to 1.0 diameter instead of 1.5 diameter.

01/16

Eurocodes

Design code BS EN 1997:2014 implemented.

Addition

Analysis of settlement implemented.

01/14

New Version

First version of the program with new user interface.