Eurocode 2: Design of concrete structures
Design of concrete sections
Bending at the ultimate limit state
This part helps to design and analyse concrete sections using Eurocode 2. The calculation procedure of each application is detailed in a corresponding method.
For this part, we have:
- 12 applications
- 12 methods
Bending at the ultimate limit state
Applications
- b1. Longitudinal reinforcements of a rectangular section in bending at the ULS, Asc and As
- b2. Tensile reinforcement As of a rectangular section in bending at the ULS with known compression reinforcement Asc
- b3. Ultimate moment of resistance of a rectangular section in bending, MRd
- b4. T-section in bending at the ULS: the longitudinal reinforcements Asc and As
- b5. Ultimate moment of resistance of a T-section in bending at the ULS, MRd
Methods
- b1. Design method for longitudinal reinforcements of a rectangular section in bending at the ULS, Asc and As
- b2. Design method for tensile reinforcement of a rectangular section in bending at the ULS with known compressive reinforcement, As
- b3. Design method for ultimate moment of resistance of a rectangular section in bending at the ULS, MRd
- b4. Design method for longitudinal reinforcements of a T-section in bending at the ULS, Asc and As
- b5. Design method for ultimate moment of resistance of a T-section in bending at the ULS, MRd