Bridges for Service Life Beyond 100 Years: Service Limit State Design (2014) / Chapter Skim
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269 A.1 Introduction A.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)
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270 with a partial factor method. It provides the basis and general principles for the structural design and verification of buildings and civil engineering works (including geotechnical aspects)
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271 Table A.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)
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272 Table A.1. Summary of Clauses Relating to Serviceability Limit State Design in Eurocode 0 Eurocode Article Basic Provision Discussion (3)
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273 Table A.1. Summary of Clauses Relating to Serviceability Limit State Design in Eurocode 0 Eurocode Article Basic Provision Discussion Eurocode 0 Annex A2 A2.2 Combination of actions A2.2.2 Combination rules for road bridges (1)
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274 Table A.1. Summary of Clauses Relating to Serviceability Limit State Design in Eurocode 0 Eurocode Article Basic Provision Discussion Eurocode 0 Annex A2 A2.4.4.3 Limiting values for the maximum vertical deflection for passenger comfort A2.4.4.3.1 Comfort criteria (1)
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275 Table A.2. Summary of Clauses Relating to Loads and Actions in Eurocode EN 1991-2 Eurocode Article Basic Provision Discussion Eurocode 1 4.2 Representation of actions 4.2.1 Models of road traffic loads (1)
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276 Table A.3. Summary of Clauses Relating to the Serviceability Limit State Design of Concrete Bridges in Eurocode EN 1992-1 Eurocode Article Basic Provision Discussion Eurocode 2 Section 2 Basis of Design 2.1 Requirements 2.1.1 Basic requirements (3)
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277 Table A.3. Summary of Clauses Relating to the Serviceability Limit State Design of Concrete Bridges in Eurocode EN 1992-1 Eurocode Article Basic Provision Discussion Eurocode 2 Section 4 Durability and cover to reinforcement 4.1 General (1)
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278 Table A.3. Summary of Clauses Relating to the Serviceability Limit State Design of Concrete Bridges in Eurocode EN 1992-1 Eurocode Article Basic Provision Discussion (2)
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279 Table A.3. Summary of Clauses Relating to the Serviceability Limit State Design of Concrete Bridges in Eurocode EN 1992-1 Eurocode Article Basic Provision Discussion (105)
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280 Table A.3. Summary of Clauses Relating to the Serviceability Limit State Design of Concrete Bridges in Eurocode EN 1992-1 Eurocode Article Basic Provision Discussion Eurocode 2 7.4 Deflection control 7.4.1 General considerations (1)
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281 Table A.3. Summary of Clauses Relating to the Serviceability Limit State Design of Concrete Bridges in Eurocode EN 1992-1 Eurocode Article Basic Provision Discussion Eurocode 2 Section 12 Plain and lightly reinforced concrete structures 12.1 General (4)
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282 Table A.3. Summary of Clauses Relating to the Serviceability Limit State Design of Concrete Bridges in Eurocode EN 1992-1 Eurocode Article Basic Provision Discussion Eurocode 2 Annex E (informative)
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283 A.5 EN 1993 Eurocode 3: Design of Steel Structures The scope of EN 1993 is wider than most of the other design Eurocodes due to the diversity of steel structures. This Eurocode covers both bolted and welded joints, and the possible slenderness of construction.
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284 Table A.4. Summary of Clauses Relating to the Serviceability Limit State Design of Steel Bridges in Eurocode EN 1993-1 and 1993-2 Eurocode Article Basic Provision Discussion Eurocode 3 Section 2 Basis of design and modeling 2.1 General EN 1993-1.5 (Plated structural elements)
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285 (continued) Table A.4.
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286 Table A.4. Summary of Clauses Relating to the Serviceability Limit State Design of Steel Bridges in Eurocode EN 1993-1 and 1993-2 Eurocode Article Basic Provision Discussion Eurocode 3 7.3 Limitations for stress (1)
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287 Table A.4. Summary of Clauses Relating to the Serviceability Limit State Design of Steel Bridges in Eurocode EN 1993-1 and 1993-2 Eurocode Article Basic Provision Discussion (2)
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288 Table A.4. Summary of Clauses Relating to the Serviceability Limit State Design of Steel Bridges in Eurocode EN 1993-1 and 1993-2 Eurocode Article Basic Provision Discussion b)
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289 European Standards (ENs) , Harmonized European Standards (hENs)
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290 Table A.5. Summary of Clauses Relating to Serviceability Limit State Design of Composite Steel and Concrete Bridges in Eurocode EN 1994-2 Eurocode Article Basic Provision Discussion – increased flexibility resulting from significant incomplete interaction due to slip of shear connection; – inelastic behavior of steel and reinforcement, if any; – torsional and distorsional warping, if any.
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291 Table A.5. Summary of Clauses Relating to Serviceability Limit State Design of Composite Steel and Concrete Bridges in Eurocode EN 1994-2 Eurocode Article Basic Provision Discussion (5)
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