BSI PD 6702-1:2009+A1:2019
$189.07
Structural use of aluminium – Recommendations for the design of aluminium structures to BS EN 1999
| Published By | Publication Date | Number of Pages |
| BSI | 2019 | 46 |
This part of PD 6702 gives guidance on the use of the following parts of BS EN 1999, Design of aluminium structures:
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Part 1-1, General structural rules;
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Part 1-3, Structures susceptible to fatigue.
It is applicable to the same scope of application as BS EN 1999 unless otherwise stated.
The design information included in this document is applicable only when the recommendations in PD 6705-3 are followed for the execution of the structure.
NOTE This document covers those items identified in the UK National Annexes to BS EN 1999‑1‑1 and BS EN 1999‑1‑3 as requiring additional guidance. Further material, not necessarily identified in the relevant National Annex, is also given for information.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 5 | Foreword |
| 7 | 1 Scope 2 Normative references 3 Terms and definitions |
| 8 | 4 Recommendations for the use of BS EN 1999‑1‑1 4.1 Reliability differentiation [see BS EN 1999-1-1:2007, 2.1.2(3) and Annex A] |
| 9 | Table 1 — Restrictions on construction features for use with EXC1 where the consequences of failure are known to be low |
| 11 | Table 2 — Performance criteria for designation of quantified service category |
| 12 | Figure 1 — Method of designation of quantified service category F12 on drawings Figure 2 — Method of designation of quantified service categories F25 and above on drawingsA) 4.2 Use of other wrought alloys [see BS EN 1999-1-1:2007, 3.2.1(1)] |
| 13 | Table 3 — Mechanical properties of original British Standard heat-treatable alloys |
| 15 | Table 4 — Mechanical properties of original British Standard non-heat-treatable alloys |
| 16 | 4.3 Application of electrical welded tubes [see BS EN 1999-1-1:2007, 3.2.2(1)] 4.4 Mechanical fasteners [see BS EN 1999-1-1:2007, 3.3.2.2(1)] 4.5 Plastic redistribution [see BS EN 1999-1-1:2007, 7.1(4)] 4.6 Serviceability limits for deflections in buildings — vertical and horizontal deflections [see BS EN 1999-1-1:2007, 7.2.1(1) and 7.2.2(1)] |
| 17 | 4.7 Serviceability limits for vibrations in buildings [see BS EN 1999-1-1:2007, 7.2.3] Table 5 — Limiting deflections 4.8 Other joining methods [see BS EN 1999-1-1:2007, 8.9] |
| 19 | 4.9 Use of castings [see BS EN 1999-1-1:2007, 3.2.3(1), C.3.4.2(2), C.3.4.2(3) and C.3.4.2(4)] 5 Recommendations for the use of BS EN 1999-1-3 5.1 Use of damage tolerant design [see BS EN 1999-1-3:2007, 2.1(1), 2.2.2 and A.3.1(1)] |
| 20 | 5.2 Fatigue damage value [see BS EN 1999-1-3:2007, 2.2.1(3] 5.3 Derivation of fatigue loading [see BS EN 1999-1-3:2007, 2.3.1(2)] 5.4 Fatigue load factors [see BS EN 1999-1-3:2007, 2.3.2(6) and 2.4(1)] 5.5 Fatigue strength data for low strength alloys [see BS EN 1999-1-3:2007, Clause 3(1)] 5.6 Effect of aggressive exposure [see BS EN 1999-1-3:2007, 4(2)] 5.7 Damage equivalent factors [see BS EN 1999-1-3:2007, 5.8.2(1)] 5.8 Detail categories based on nominal stress [see BS EN 1999-1-3:2007, 6.1.3(1), 6.2.1(2) and 6.2.1(7)] |
| 21 | 5.9 Low stress cycles [see BS EN 1999-1-3:2007, 6.2.7(1) and Annex F] 5.10 Effect of stress range gradient [see BS EN 1999-1-3:2007, 6.2.1(11)] |
| 23 | Table 16 — Gradient adjustment factor, kb (Case 1 to Case 5) |
| 24 | Table 17 — Values of kb for Case 1, Case 3, Case 4 and Case 5 |
| 25 | Table 18 — Values of kb for Case 2 and Case 5 5.11 Hot spot strength method [see BS EN 1999-1-3:2007, 6.2.4(1)] |
| 27 | Figure 3 — Example of hot spot stresses in a tubular lattice joint |
| 28 | Table 19 — Values of  for hot spot stress assessment 5.12 Fatigue strength of casting details [see BS EN 1999-1-3:2007, I.2.2(1) and I.2.3.2(1)] 5.13 Fatigue strength of adhesively bonded joints [see BS EN 1999-1-3:2007, I.2.4(1)] |
| 29 | Table 6 — Detail categories for plain material |
| 31 | Figure 4 — Fatigue strength curves for plain material [see Table 6)] Table 7 —  (N/mm2) for plain material (see Figure 4) |
| 32 | Table 8 — Members with welded attachments — transverse weld toe |
| 34 | Figure 5 — Fatigue strength curves for members with welded attachments — transverse weld toe (see Table 8) Table 9 —  (N/mm2) for members with welded attachments — transverse weld toe (see Figure 5) |
| 35 | Table 10 — Detail categories for members with welded attachments — longitudinal welds |
| 37 | Figure 6 — Fatigue strength curves for members with welded attachments —longitudinal welds (see ) Table 11 — Numerical values of Δσ(N/mm2) for members with welded attachments — longitudinal welds (see Figure 6) |
| 38 | Table 12 — Detail categories for welded joints between members |
| 40 | Figure 7 — Fatigue strength curves for welded joints between members (see Table 12) Table 13 — Numerical values of (N/mm2) for welded joints between members (see Figure 7) |
| 41 | Table 14 — Detail categories for mechanically fastened joints |
| 43 | Figure 8 — (see Table 14) Table 15 — Numerical values for  (N/mm2) for mechanically fastened joints (see Figure 8) |
| 44 | Bibliography |
