Eurocode 2: Design of concrete structures
Part 1-1: General rules and rules for buildings
Section 11: Lightweight aggregated concrete structures
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.
11 Lightweight aggregated concrete structures
Applications
- 11.6.1 (1) Lightweight concrete members not requiring design shear reinforcement: the design shear resistance V_{lRd,c}
- 11.6.4.1 (1) Punching shear resistance of a lightweight concrete slab without shear reinforcement, v_{lRd,c}
- 11.6.4.1 (2) Punching shear resistance of a lightweight concrete column base without shear reinforcement, v_{lRd}
- 11.6.4.2 (1) Punching shear resistance of lightweight concrete slabs and column bases with shear reinforcement, v_{lRd,cs}
Nationally Determined Parameters (NDPs)
- 11.3.5 (1)P Design compressive strength of lightweight aggregated concrete: the coefficient α_{lcc}
- 11.3.5 (2)P Design tensile strength of lightweight aggregated concrete: the coefficient α_{lct}
- 11.3.7 (1) Incrseased characteristic strength of confined lightweight aggregate concrete: the coefficient k
- 11.6.1 (1) Lightweight concrete members not requiring design shear reinforcement: the values of C_{Rd,c}, v_{min} and k_{1}
- 11.6.2 (1) Lightweight concrete members requiring design shear reinforcement: the reduction factor ν_{l}
- 11.6.4.1 (1) Punching shear resistance of a lightweight concrete slab without shear reinforcement: the value of k_{2}