|
Task
|
Further guidance
|
|
|
Publication
|
Standard
|
|
Determine design life
|
How to Design Concrete Structures to Eurocode 2 - Chapter 2: Getting started
|
NA to BS EN 1990 Table NA.2.1
|
|
Assess actions on the slab
|
How to Design Concrete Structures to Eurocode 2 - Chapter 2: Getting started
|
BS EN 1991 (10 parts) and National Annexes
|
|
Determine which combinations of actions apply
|
How to Design Concrete Structures to Eurocode 2 - Chapter 1: Introduction to Eurocodes
|
NA to BS EN 1990 Tables NA.A1.1 and NA.A1.2 (B)
|
|
Determine loading arrangements
|
How to Design Concrete Structures to Eurocode 2 - Chapter 2: Getting started
|
NA to BS EN 1992–1–1
|
|
Assess durability requirements and determine concrete strength
|
How to Design Concrete Structures to Eurocode 2 - Chapter 2: Getting started
|
BS 8500:2006
|
|
Check cover requirements for appropriate fire resistance period
|
How to Design Concrete Structures to Eurocode 2 - Chapter 2: Getting started and Table 2
|
Approved Document B. BS EN 1992–1–2: Section 5
|
|
Calculate min. cover for durability, fire and bond requirements
|
How to Design Concrete Structures to Eurocode 2 - Chapter 2: Getting started
|
BS EN 1992–1–1 Cl 4.4.1
|
|
Analyse structure to obtain critical moments and shear forces.
|
How to Design Concrete Structures to Eurocode 2 - Chapter 2: Getting started and Table 3
|
BS EN 1992–1–1 section 5
|
|
Design flexural reinforcement for column strips and middle strips both ways. Design for full load in both directions.
|
How to Design Concrete Structures to Eurocode 2 - Chapter 7: Flat slabs and Figure 1
|
BS EN 1992–1–1 section 6.1,
Annex I
|
|
Check deflection
|
How to Design Concrete Structures to Eurocode 2 - Chapter 7 : Flat slabs and Figure 3
|
BS EN 1992–1–1 section 7.4
|
|
Check punching shear capacity
|
How to Design Concrete Structures to Eurocode 2 - Chapter 7 : Flat slabs and Figure 6
|
BS EN 1992–1–1 section 6.4
|
|
Check spacing of bars
|
How to Design Concrete Structures to Eurocode 2 - Chapter 2: Getting started
|
BS EN 1992–1–1 section 7.3
|
|
Check resistance to moment transfer from column to slab
|
|
BS EN 1992-1-1 Annex 1 1.2(5)
|