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 startedand 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 startedand 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和图1 |
BS EN 1992–1–1 section 6.1, Annex I |
Check deflection |
How to Design Concrete Structures to Eurocode 2 - Chapter 7 :Flat slabsand 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 slabsand 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) |