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From page 216... ... Table of Contents B.1 Introcution ............................................................................................................... B-4 B.1.1 General Information ........................................................................................... Read the entire page →
From page 217... ... List of Tables Table B-1 Summary of clauses relating to serviceability limit state design in Eurocode 0 ........ B-7 Table B-2 Summary of clauses relating to loads and actions in Eurocode EN 1991-2 ........... Read the entire page →
From page 218... ... B.1 Introduction B.1.1 General Information The Structural Eurocode program provides comprehensive information for the structural design and verification of buildings and civil engineering works (including geotechnical aspects) Read the entire page →
From page 219... ... - References to non-contradictory complementary information to assist the user to apply the Eurocode. This summary does not include any numeric values presented in any National Annex. Read the entire page →
From page 220... ... – The choice of the structural system and the design of the structure is made by appropriately qualified and experienced personnel, – Execution is carried out by personnel having the appropriate skill and experience, – Adequate supervision and quality control is provided during execution of the work, i.e. in design offices, factories, plants, and on site, – The construction materials and products are used as specified in EN 1990 or in EN 1991 to EN 1999 or in the relevant execution standards, or reference material or product specifications, – The structure will be adequately maintained, and – The structure will be used in accordance with the design assumptions. Read the entire page →
From page 221... ... Table B-1 Summary of clauses relating to serviceability limit state design in Eurocode 0 Eurocode Article Basic Provision Discussion Eurocode 0 3.4 Serviceability limit states (1) P The limit states that concern : – the functioning of the structure or structural members under normal use; – the comfort of people; – the appearance of the construction works, shall be classified as serviceability limit states. Read the entire page →
From page 222... ... Combination of actions (2) The combinations of actions for serviceability limit states are defined symbolically (see also 6.5.4) Read the entire page →
From page 223... ... - bridges carrying both road and rail traffic, and - other civil engineering structures carrying traffic loads (for example backfill behind a retaining wall) Read the entire page →
From page 224... ... NOTE 2: Vibrations of road bridges may have various origins, in particular traffic actions and wind actions. For vibrations due to wind actions, see EN 1991-1-4. Read the entire page →
From page 225... ... B.3 EN 1991 Eurocode 1: Actions on Structures Eurocode 1 - (Actions on structures) provides information on all actions that should normally be considered in the design of buildings and civil engineering works. Read the entire page →
From page 226... ... application (2) The models and associated rules are intended to cover all normally foreseeable traffic situations (i.e. Read the entire page →
From page 227... ... B.4 EN 1992 Eurocode 2: Design of Concrete Structures Eurocode 2 - (Design of concrete structures) is concerned with the requirements for resistance, serviceability, durability and fire resistance of concrete structures. Read the entire page →
From page 228... ... than that required for structural resistance at normal temperature. Eurocode 2 2.3.1.2 Thermal effects (1) Read the entire page →
From page 229... ... to reinforcement 4.1 General 1990) Read the entire page →
From page 230... ... 5.10.9 Effects of prestressing at serviceability limit state and limit state of fatigue Eurocode 2 SECTION 7 SERVICEABILITY LIMIT STATES (SLS) 7.1 General (1) Read the entire page →
From page 231... ... NOTE: The value of k2 for use in a Country may be found in its National Annex. The recommended value is 0.45. Read the entire page →
From page 232... ... combination of bonded and unbonded tendons, requirements for prestressed concrete members with bonded tendons apply. Read the entire page →
From page 233... ... control 7.4.1 General considerations Eurocode 2 SECTION 7 SERVICEABILITY LIMIT STATES (SLS) 7.4 Deflection control 7.4.3 Checking deflections by calculation (l) Read the entire page →
From page 234... ... 10.3 Materials 10.3.1 Concrete 10.3.1.1 Strength Eurocode 2 SECTION 11 LIGHTWEIGHT AGGREGATE CONCRETE STRUCTURES 11.7 Serviceability limit states (l) P The basic ratios of span/effective depth for reinforced concrete members without axial compression, given in 7.4.2, should be reduced by a factor when applied to LWAC. Read the entire page →
From page 235... ... criteria 113.3.2 Serviceability limit states not affected (e.g. deformations) Read the entire page →
From page 236... ... Eurocode 2 Annex KK (informative) Structural effects of time dependent behavior of concrete KK.1 Introduction This Annex describes different methods of evaluating the time dependent effects of concrete behavior. Read the entire page →

From page 216...

... Table of Contents B.1 Introcution ............................................................................................................... B-4 B.1.1 General Information ...........................................................................................