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NA to BS EN 1994-2:2005 UK National Annex to Eurocode 4. Design of composite steel and concrete structures - General rules and rules for bridges, 2007
- Introduction
- NA.1 Scope [Go to Page]
- a) the UK decisions for the Nationally Determined Parameters: [Go to Page]
- 2) in the specific rules for bridges described in the following subclauses of BS EN 1994-2:2005:
- b) the UK decision on the status of BS EN 1994-2:2005, informative Annex C; and
- c) references to non-contradictory complementary information.
- NA.2 Nationally Determined Parameters [Go to Page]
- NA.2.1 Reference to guidance for shear connectors other than welded headed studs [BS EN 1994-2:2005, 1.1.3 (3)]
- NA.2.2 Partial factor for pre-stressing action, gP [BS EN 1994-2:2005, 2.4.1.1 (1)]
- NA.2.3 Partial factor for design shear resistance of a headed stud, gV [BS EN 1994-2:2005, 2.4.1.2 (5)P]
- NA.2.4 Partial factor for fatigue strength of studs in shear, gMf,s [BS EN 1994-2:2005, 2.4.1.2 (6)P]
- NA.2.5 Combination factor for global and local action effects [BS EN 1994-2:2005, 5.4.4 (1)]
- NA.2.6 Choice of the methods for calculating elastic resistance to bending [BS EN 1994-2:2005, 6.2.1.5 (9)]
- NA.2.7 Values of CRd,c and k1 for concrete flanges in tension [BS EN 1994-2:2005, 6.2.2.5 (3)]
- NA.2.8 Reference to rules for transverse filler beams [BS EN 1994-2:2005, 6.3.1 (1)]
- NA.2.9 Shear connection [BS EN 1994-2:2005, 6.6.1.1 (13)]
- NA.2.10 Partial factor for design shear resistance of a headed stud, gV [BS EN 1994-2:2005, 6.6.3.1 (1)]
- NA.2.11 Reduction factor for the shear resistance of a stud connector, ks [BS EN 1994-2:2005, 6.8.1 (3)]
- NA.2.12 Partial factor for fatigue strength of studs in shear, gMf,s [BS EN 1994-2:2005, 6.8.2 (1)]
- NA.2.13 Design value of crack width, wk, and the combination of actions [BS EN 1994-2:2005, 7.4.1 (4)]
- NA.2.14 Specific measures to limit the heat of hydration of cement and the temperature difference to be considered [BS EN 1994-2:2005, 7.4.1 (6)]
- NA.2.15 Shear connection and transverse reinforcement [BS EN 1994-2:2005, 8.4.3 (3)]
- NA.3 Decision on the status of informative annexes [BS EN 1994-2:2005, Annex C, Headed studs that cause splitting forces in the direction of the slab thickness]
- NA.4 References to non-contradictory complementary information
- Bibliography [Go to Page]
