Eurocode 2: Design of concrete structures
Part 1-1: General rules and rules for buildings
Section 9: Detailing of members
Eurocode 2 part 1-1 gives a general basis for the design of structures in plain, reinforced and prestressed concrete made with normal and lightweight aggregates together with specific rules for buildings.
For this part, we have:
- 48 applications
- 120 NDPs with 7 National Annexes: United Kingdom - BS, Denmark - DK, France - NF, Finland - SFS, Switzerland - SN, Sweden - SS, Italy - UNI.
The applications and NDPs are accessible directly via the main menu above. You can also explore them by section through the table of contents below.
9 Detailing of members
Applications
- 9.2.1.1 (1) Beams: the minimum area of longitudinal reinforcement following the EN Eurocode recommendation, A_{s,min}
- 9.2.2 (5) Beams: the ratio of shear reinforcement ρ_{w}
- 9.5.2 (2) Columns: the minimum area of longitudinal reinforcement following the EN Eurocode recommendation, A_{s,min}
Nationally Determined Parameters (NDPs)
- 9.2.1.1 (1) Beams: the minimum area of longitudinal reinforcement A_{s,min}
- 9.2.1.1 (3) Beams: the maximum area of longitudinal reinforcement A_{s,max}
- 9.2.1.2 (1) Beams: the ratio of bending moment at supports in monolithic contruction β_{1}
- 9.2.1.4 (1) Beams: the ratio of bottom reinforcement area at an end supports for anchorage β_{2}
- 9.2.2 (4) Beams: the ratio of links in shear reinforcement β_{3}
- 9.2.2 (5) Beams: the minimum ratio of shear reinforcement ρ_{w,min}
- 9.2.2 (6) Beams: the maximum longitudinal spacing between shear assemblies s_{l,max}
- 9.2.2 (7) Beams: the maximum longitudinal spacing of bent-up bars s_{b,max}
- 9.2.2 (8) Beams: the maximum transverse spacing of the legs in a series of shear links s_{t,max}
- 9.3.1.1 (3) Solid slabs: the maximum spacing of flexural reinforcement bars s_{max,slabs}
- 9.5.2 (1) Columns: the minimum diameter of longitudinal reinforcement Φ_{min}
- 9.5.2 (2) Columns: the minimum area of longitudinal reinforcement A_{s,min}
- 9.5.2 (3) Columns: the maximum area of longitudinal reinforcement A_{s,max}
- 9.5.3 (3) Columns: the maximum spacing of transverse reinforcement s_{cl,tmax}
- 9.6.2 (1) Walls: the minimum and maximum areas of vertical reinforcement A_{s,vmin}, A_{s,vmax}
- 9.6.3 (1) Walls: the minimum area of horizontal reinforcement A_{s,hmin}
- 9.7 (1) Deep beams: the minimum area of distribution reinforcement A_{s,dbmin}
- 9.8.1 (3) Foundations: the minimum diameter of reinforcement bars in pile caps Φ_{min}
- 9.8.2.1 (1) Foundations: the minimum diameter of reinforcement bars in column and wall footings Φ_{min}
- 9.8.3 (1) Foundations: the minimum diameter of the reinforcement bars resisting bending moments Φ_{min}
- 9.8.3 (2) Foundations: the minimum downward load for tie beams design q_{1}
- 9.8.4 (1) Foundations: the limiting ground pressure q_{2} and the minimum diameter of reinforcement bars Φ_{min} for column footing on rock
- 9.8.5 (3) Foundations: the minimum longitudinal reinforcement in bored piles A_{s,bpmin}
- 9.10.2.2 (2) Tying systems: the tensile force on peripheral ties - the values of q_{1} and Q_{2}
- 9.10.2.3 (3) Tying systems: the tensile force on internal ties F_{tie,int}
- 9.10.2.3 (4) Tying systems: the minimum force on an internal beam line - the values of q_{3} and Q_{4}
- 9.10.2.4 (2) Tying systems: the tensile force resistances of horzontal ties and columns f_{tie,fac}, F_{tie,col}