By The Concrete Societies of The UK The Netherlands and Germany
Eurocode 2 is the foremost rfile for destiny structural layout in concrete all through Europe. to exploit the Code successfully, structural engineers want a diversity of aids within the type of move charts, layout charts and simplified techniques. This ebook presents all of those, and is written with the authority of collaborative paintings through individuals of the Concrete Societies of the united kingdom, the Netherlands and Germany. The guidance of the publication has been funded below the dash ecu neighborhood programme for innovation and know-how move.
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Extra info for Design aids for EC2: design of concrete structures: design aids for ENV 1992-1-1, Eurocode 2, part 1
G. areas in warehouses, stationery and office stores, etc. Category E Areas susceptible to accumulation of goods, including access areas DESIGN AIDS FOR EC2 Areas for storage including libraries. 1 (ENV 1991–2–1)) qk (kN/m2) Loaded areas Qk (kN) Areas of dwellings, offices, etc. 1 (ENV 1991–2–1)) Loaded areas ψ0 ψ1 ψ2 Areas of dwelling, offices, etc. 00] P: Persistent situation T: Transient situation A: Accidental situation NOTES 1. The design should be separately verified for each case A, B and C as relevant.
9. More refined rules are given in ENV 1993 and ENV 1994. DESIGN AIDS FOR EC2 Case(1) Action Symbol 45 Situations P/T A 3. 0 if the total effect of the resulting action is favourable. 4. 2 (3). 5. For cases B and C, the design ground properties may be different: see ENV 1997–1–1. 6. 50) for lateral earth pressure actions, the design ground properties may be introduced in accordance with ENV 1997 and a model factor γSd applied. For the boxed values, apply the values given in the appropriate NAD.
When the loading is horizontal, the stiffness used in analysis should be taken as half that derived for vertical loading, to allow for uncertainties associated with the slab-column joints. Analysis A braced structure may be analysed using any of the standard linear elastic methods such as moment distribution method. The structure may be analysed as a whole or split into sub-frames consisting of the slab at any one level and the columns. The remote ends of the columns are normally treated as fixed unless they are obviously not.