zurück



B9 | Reinforced Concrete Corbel | Update Information


Version 01/17


Eurocodes

Eurocode EN 1992:2014 implemented.

Correction

Errors in the determination of anchorage and overlap lengths according to Eurocode fixed.


Version 02/16


Eurocodes

BS EN 1992:2015 and DIN EN 1992:2015 implemented.


Version 01/16


Addition

Output improvements.

Correction

Calculation error for the shear value VRd,c fixed.


Version 02/15


Addition

Preset design standard can be defined in the project properties.
The partial factors for precast elements can be reduced according to EN 1992-1-1 Annex A.1 (2).


Version 01/15


Addition

New Version of the National Annex for United Kingdom and Germany implemented:
BS EN 1992:2009 and DIN EN 1992:2013.


Version 01/13A


Calculation

At calcualtions using DIN EN 1992-1-1:2011-01 the value Alpha 5 by table 8.2 the shear pressure was considered in kN/cm2 instead of N/mm².

Translations

For the localization the dimensions of the dialogues are enlarged.


Version 01/13


Eurocodes

folowing design standards have been implemented:

DIN EN 1992:2012


Version 03/12


Eurocodes

following standards have been added:

- PN-EN 1992-1-1 [2008] NA 2010


Version 02/12A


Output

The dead loads were put out in the particial safety concept though they are not needed there. That did not take effect on the results.


Version 02/12


Eurocodes

following standards have been added:

- DIN EN 1992-1-1/NA:2011-01
- CSN EN 1992-1-1/NA:2011
- EN 1992-1-1:2004 /AC:2010
- NA to BS EN 1992-1-1:2004
- NBN EN 1992-1-1 ANB: 2010
- NEN-EN 1992-1-1+C2:2011/NB:2011
- UNI EN 1992-1-1/NTC:2008
- ÖNorm B 1992-1-1:2011-12-01


Version 01/12


Anchoring length of longitual stirrups

Calculating the anchoring length of longitual stirrups the existing anchoring length was possibly to low.


Version 01/11


Correction

User interface and output translations.


Version 02/10A


Correction

User interface translations.


Version 02/10


Calculating unit

Renaming of calculating unit.


Version 01/10


Settings

The anchorage length of the horizontal stirrups can be calculated without transverse compression like table 26 in DIN 1045-1 [2008] and 1045-1 [2001]. in that case the Alpha A factor is 1,0 and the anchorage length will be longer.

zurück