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Capacity design criteria for seismic design of concrete columns and beams with the ACI 318M-08 (USA) code

The 2013.e, 2013.g, 2013.h and 2013.i versions of CYPECAD implemented the capacity design criteria for bending and shear for the seismic design of concrete supports, and capacity design criteria for shear for the seismic design of concrete beams in accordance with the following codes: ACI 318M-08 (USA – International), EHE-08 (Spain), NCSE-02 (Spain) and IS 13920:1993 (India).

Now, implemented for the 2013.j version, are the capacity design criteria for bending and shear for the seismic design of concrete supports, and capacity design criteria for shear for the seismic design of concrete beams in accordance with the NSR – 10 (Colombia) code.