BSI PD 6687-1:2010
$189.07
Background paper to the National Annexes to BS EN 1992-1 and BS EN 1992-3
| Published By | Publication Date | Number of Pages |
| BSI | 2010 | 46 |
This Published Document is a background paper that gives non-contradictory complementary information for use in the UK with BS EN 1992-1:2004, BS EN 2:2004, BS EN 1992-3:2006, and their UK National Annexes.
This Published Document gives:
-
background to the decisions made in the National Annexes for some of the Nationally Determined Parameters;
-
commentary on some specific subclauses from BS EN 1992-1:2004, BS EN 2:2004 and BS EN 1992-3:2006; and
-
reference to the requirements of the building regulations in the UK [1,2] that are not covered in BS EN 1992-1-1:2004, BS EN 1992-1-2:2004, BS EN 1992-3:2006 and their UK National Annexes.
NOTE During the early stages of implementation of BS EN 1992 (all parts), all the related European standards and their UK National Annexes might not be available in their final form. Therefore, guidance on the standards that can be used in conjunction with BS EN 1992-1 (all parts) during the early stages of its implementation is given in Annex A.
This Published Document is a background paper that gives non-contradictory complementary information for use in the UK with the Eurocodes for concrete, BS EN 1992-1-1:2004, BS EN 1992-1-2:2004, BS EN 1992-3 and their UK National Annexes.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 7 | Figure 1 Distribution of yield strengths of reinforcement |
| 8 | Figure 2 Stress-strain relationship for axial compression for different durations of loading |
| 9 | Figure 3 Average stress in compression zone and location of the centroid of the compressive force |
| 10 | Figure 4 Comparison of experimental and calculated ultimate moments for over‑reinforced beams |
| 11 | Figure 5 Comparison of experimental and calculated strengths of axially loaded columns – Parabolic rectangular diagram for a maximum stress of 0,85fc and a maximum strain of 0,002 |
| 24 | Figure 6 Typical cases of crack width calculations |
| 25 | Figure 7 Crack width calculations – non-rectangular tension zones |
| 33 | Figure B.1 Frame corner with closing moment – Model and reinforcement Figure B.2 Frame corner with moderate opening moment (Asfyd/Acfck) > 0,25 |
| 34 | Figure B.3 Frame corner with large opening moment (Asfyd/Acfck) > 0,25 Figure B.4 Corbel strut-and-tie model |
| 35 | Figure B.5 Corbel detailing |
| 39 | Table D.1 Creep coefficient multipliers to take account of temperature where the concrete is heated prior to loading |
