Methods (12)
Eurocode 2 - Design of concrete sections
Methods help to make transparent the design of cross-sections. Each method is exclusively associated to one application.
Bending at the ultimate limit state
- b1. Design method for longitudinal reinforcements of a rectangular section in bending at the ULS, A_{sc} and A_{s}
- b2. Design method for tensile reinforcement of a rectangular section in bending at the ULS with known compressive reinforcement, A_{s}
- b3. Design method for ultimate moment of resistance of a rectangular section in bending at the ULS, M_{Rd}
- b4. Design method for longitudinal reinforcements of a T-section in bending at the ULS, A_{sc} and A_{s}
- b5. Design method for ultimate moment of resistance of a T-section in bending at the ULS, M_{Rd}
Bending at the serviceability limit state
- b6. Calculation method for moment of resistance of an uncracked rectangular section in bending at the SLS, M_{ct,ser}
- b7. Calculation method for moment of resistance of an uncracked T-section in bending at the SLS, M_{ct,ser}
- b8. Calculation method for stresses of a rectangular section in bending at the SLS, σ_{c} and σ_{s}
- b9. Design method for longitudinal reinforcements of a rectangular section in bending at the SLS, A_{sc} and A_{s}
- b10. Design method for tensile reinforcement of a rectangular section in bending at the SLS with known compressive reinforcement, A_{s}
- b11. Calculation method for moment of resistance of a rectangular section in bending at the SLS by stress limitation, M_{ser}
- b12. Calculation method for stresses of a T-section in bending at the SLS, σ_{c} and σ_{s}