BS EN 1994-2:2005适用于建筑和土木工程的组合结构和构件的设计 工程部。它符合安全性和可维护性的原则和要求 结构的设计和验证依据，见EN 1990:2002——基础 结构设计。BS EN 1994-2:2005仅涉及阻力、适用性、耐久性和防火要求 复合材料结构的阻力。其他要求，例如关于隔热或隔音的要求， 不被考虑。BS EN 1994-2:2005旨在与EN 1990《结构设计基础》EN 1991《结构上的行动》结合使用，与复合结构相关的建筑产品ETAGs和ETA SEN 1090钢结构和铝结构施工SEN 13670混凝土结构施工SEN 1992混凝土结构设计SEN 1993钢结构设计SEN 1997岩土工程设计SEN 1998抗震结构设计BS EN 1994- 2:2005分为多个部分:第1-1部分:一般规则和建筑规则第1-2部分:结构防火设计第2部分:一般规则和桥梁规则。BS EN 1994-2:2005第1-1部分给出了组合结构设计的一般依据，以及 建筑物的具体规则。第1-1部分:第1节:概述第2节:设计基础第3节:材料第4节:耐久性第5节:结构分析第6节:极限状态第7节:正常使用极限状态第8节:建筑框架中的组合接头第9节:建筑用压型钢板组合板BS EN 1994-2:2005第2部分给出了设计钢-混凝土组合桥梁或桥梁构件规范 桥梁，EN 1994中一般规则的补充- 1-1. 斜拉桥没有完全覆盖 这一部分。第2部分:第1节:概述第2节:设计基础第3节:材料第4节:耐久性第5节:结构分析第6节:极限状态第7节:正常使用极限状态第8节:带预制混凝土板条的桥面第9节:桥梁中的复合板剪力连接件的规定仅适用于焊接头螺柱。注:其他类型抗剪连接件的参考指南可在国家附录中给出。交叉引用:EN 1090-2EN 1990:2002EN 1992-1-1:2004EN 1993-1-1:2005EN 1993-1-5EN 1993-1-8:2005EN 1993-1-9:2005EN 1993-1-11EN 10025-1:2004EN 10025-2:2004EN 10025-3:2004EN 10025-4:2004EN 10025-5-5:2004EN 10025-6:2004EN 10326:2004EN 10149- 2:1995EN 10149-3:1995EN ISO 13918:1998EN ISO 14555:1998EN 1990:附件2EN 1991-1-5:2003EN 1991-1-6:2005EN 1991-2:2003EN 1992-2EN 1993-2 1

BS EN 1994-2:2005 applies to the design of composite structures and members for buildings and civil engineering works. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in EN 1990: 2002 - Basis of structural design.BS EN 1994-2:2005 is concerned only with requirements for resistance, serviceability, durability and fire resistance of composite structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered.BS EN 1994-2:2005 is intended to be used in conjunction with:EN 1990 Basis of structural designEN 1991 Actions on structuresENs, hENs, ETAGs and ETAs for construction products relevant for composite structuresEN 1090 Execution of steel structures and aluminium structuresEN 13670 Execution of concrete structuresEN 1992 Design of concrete structuresEN 1993 Design of steel structuresEN 1997 Geotechnical designEN 1998 Design of structures for earthquake resistanceBS EN 1994-2:2005 is subdivided in various parts:Part 1-1: General rules and rules for buildingsPart 1-2: Structural fire designPart 2: General rules and rules for bridges.Part 1-1 of BS EN 1994-2:2005 gives a general basis for the design of composite structures together with specific rules for buildings.The following subjects are dealt with in Part 1-1:Section 1: GeneralSection 2: Basis of designSection 3: MaterialsSection 4: DurabilitySection 5: Structural analysisSection 6: Ultimate limit statesSection 7: Serviceability limit statesSection 8: Composite joints in frames for buildingsSection 9: Composite slabs with profiled steel sheeting for buildingsPart 2 of BS EN 1994-2:2005 gives design rules for steel-concrete composite bridges or members of bridges, additional to the general rules in EN 1994-1-1. Cable stayed bridges are not fully covered by this part.The following subjects are dealt with in Part 2:Section 1: GeneralSection 2: Basis of designSection 3: MaterialsSection 4: DurabilitySection 5: Structural analysisSection 6: Ultimate limit statesSection 7: Serviceability limit statesSection 8: Decks with precast concrete slabsSection 9: Composite plates in bridgesProvisions for shear connectors are given only for welded headed studs.NOTE: Reference to guidance for other types of shear connectors may be given in the National Annex.Cross References:EN 1090-2EN 1990:2002EN 1992-1-1:2004EN 1993-1-1:2005EN 1993-1-3EN 1993-1-5EN 1993-1-8:2005EN 1993-1-9:2005EN 1993-1-11EN 10025-1:2004EN 10025-2:2004EN 10025-3:2004EN 10025-4:2004EN 10025-5:2004EN 10025-6:2004EN 10326:2004EN 10149-2:1995EN 10149-3:1995EN ISO 13918:1998EN ISO 14555:1998EN 1990:Annex 2EN 1991-1-5:2003EN 1991-1-6:2005EN 1991-2:2003EN 1992-2EN 1993-2 1