🔥🔥 Don’t Miss Out on Our End of Autumn Sale. If you have any questions, feel free to click the bottom right corner to contact our customer service..

Concat us[email protected]
Shopping Cart

No products in the cart.

🔍
NA to BS EN 1994-2:2005:2007 Edition

NA to BS EN 1994-2:2005:2007 Edition

$86.31

UK National Annex to Eurocode 4. Design of composite steel and concrete structures – General rules and rules for bridges

Published By Publication Date Number of Pages
BSI 2007 8
PDF Format Searchable Printable Preview Now
Guaranteed Safe Checkout
Categories: ,

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

This National Annex gives:

  1. the UK decisions for the Nationally Determined Parameters:
    1. in the general rules described in the following subclauses of BS EN 1994-2:2005, which come from BS EN 1994-1-1:2004:
      • 2.4.1.1 (1)
      • 2.4.1.2 (5)P
      • 6.6.3.1 (1)
    2. in the specific rules for bridges described in the following subclauses of BS EN 1994-2:2005:
      • 1.1.3 (3)
      • 2.4.1.2 (6)P
      • 5.4.4 (1)
      • 6.2.1.5 (9)
      • 6.2.2.5 (3)
      • 6.3.1 (1)
      • 6.6.1.1 (13)
      • 6.8.1 (3)
      • 6.8.2 (1)
      • 7.4.1 (4)
      • 7.4.1 (6)
      • 8.4.3 (3)

    NOTE See foreword to EN 1994-2:2005.

  2. the UK decision on the status of BS EN 1994-2:2005, informative Annex C; and
  3. references to non-contradictory complementary information.

PDF Catalog

PDF Pages PDF Title
3 Introduction
NA.1 Scope
a) the UK decisions for the Nationally Determined Parameters:
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
NA.2.1 Reference to guidance for shear connectors other than welded headed studs [BS EN 1994-2:2005, 1.1.3 (3)]
4 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)]
5 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)]
6 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
7 Bibliography
NA to BS EN 1994-2:2005
$86.31