Eurocode 2: Design of concrete structures
Design of concrete sections
Bending at the serviceability 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 serviceability limit state
Applications
- b6. Moment of resistance of an uncracked rectangular section in bending at the SLS, Mct,ser
- b7. Moment of resistance of an uncracked T-section in bending at the SLS, Mct,ser
- b8. Stresses of a rectangular section in bending at the SLS, σc and σs
- b9. Longitudinal reinforcements of a rectangular section in bending at the SLS, Asc and As
- b10. Tensile reinforcement of a rectangular section in bending at the SLS with known compression reinforcement, As
- b11. Moment of resistance of a rectangular section in bending at the SLS by stress limitation, Mser
- b12. Stresses of a T-section in bending at the SLS, σc and σs
Methods
- b6. Calculation method for moment of resistance of an uncracked rectangular section in bending at the SLS, Mct,ser
- b7. Calculation method for moment of resistance of an uncracked T-section in bending at the SLS, Mct,ser
- b8. Calculation method for stresses of a rectangular section in bending at the SLS, σc and σs
- b9. Design method for longitudinal reinforcements of a rectangular section in bending at the SLS, Asc and As
- b10. Design method for tensile reinforcement of a rectangular section in bending at the SLS with known compressive reinforcement, As
- b11. Calculation method for moment of resistance of a rectangular section in bending at the SLS by stress limitation, Mser
- b12. Calculation method for stresses of a T-section in bending at the SLS, σc and σs