The 2013.e and 2013.g versions of CYPECAD implemented the capacity design criteria for bending at the supports in accordance with Annex 10 of the EHE-08 code and in accordance with the NCSE-02 code, and the capacity design criteria for shear for the seismic design of beams in accordance with the same codes.
Now, for the 2013.h, the following codes have been implemented:
- The capacity design criteria for shear at concrete supports in accordance with Annex 10 of the EHE-08 code (Spain).
- The capacity design criteria for shear at concrete supports and beams in accordance with the IS 13920: 1993 (Indian).
The capacity design criteria which are currently implemented are:
- For concrete supports:
- Capacity design criteria for bending and shear in accordance with Annex 10 of the EHE-08 code (Spain).
- Capacity design criteria for bending in accordance with NCSE-02 (Spain)
- Capacity design criteria for shear in accordance with IS 13920: 1993 (India)
- For concrete beams:
- Capacity design criteria for shear in accordance with Annex 10 of the EHE-08 code (Spain).
- Capacity design criteria for shear in accordance with NCSE-02 (Spain)
- Capacity design criteria for shear in accordance with IS 13920: 1993 (India)
These design criteria are applied in CYPECAD and are specified in the Detailed Ultimate Limit State check reports if the selected codes are those which have been indicated.
