JavaScript must be enabled in order to use this site.Please enable JavaScript in your browser and refresh the page. EC2 code implementation Section 5.5 Redistribution of moments (Ductility Check) Section 5.10.2.2 Limitation of Concrete Stress (Transfer) Section 6.1 Design resistance moment Section 6.2 Design shear resistance Section 6.3 Torsion 7.2 Stress Limitation 7.3.1 Assessment of Crack Widths Section 9.2.1.1 Beam Minimum Reinforcement Section 9.3.1.1 RC Slab Minimum Reinforcement Section 9.10 Tying Systems for Accidental Design Situations Determination of Bonded vs. Unbonded Cross Sections TR-43 5.8.1 PT Service Stresses (UK National Annex only) TR-43 5.8.2 PT Initial Service (transfer) Stresses (UK National Annex Only) TR-43 5.8.3 PT Crack Control (UK National Annex Only) TR-43 5.8.5 PT Ultimate Limit State TR-43 5.8.7 PT Un-tensioned Reinforcement (UK National Annex Only) TR-43 5.8.8 PT Minimum Reinforcement (UK National Annex Only) TR-43 5.9 Shear Strength Parent topic: EN 1992-1-1: 2004 (Eurocode 2) With TR43 Design