I have question regarding the desing of RC section. When designing a pier of a bridge it is important to know bending capacity of section at given internal forces. Example:
• how to calculate MRd,y at given MEd,z and NEd,
• how to calculate MRd,z at given MEd,y and NEd of a section?
I have a feeling there is solution with using AQB CAPA – Sectional Capacity Evaluation. Any tips?