BSI PD 6705-2:2010+A1:2013
$198.66
Structural use of steel and aluminium – Recommendations for the execution of steel bridges to BS EN 1090-2
| Published By | Publication Date | Number of Pages |
| BSI | 2013 | 58 |
This part of PD 6705 gives guidance on the use of BS EN 1090-2:2008+A1:2011 for the execution of all types of steel bridges designed to BS EN 1993.
It is applicable to the same scope of application as BS EN 1090-2:2008+A1:2011 with the following exceptions:
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stainless steels;
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sheeting;
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resistance welding;
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riveting; and
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matters not related to structural integrity, e.g. visual appearance.
The recommendations given in this Published Document are only applicable when the design requirements and recommendations in the following documents have been adopted, where relevant:
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BS EN 1990, Eurocode – Basis of structural design;
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BS EN 1991, Eurocode 1: Actions on structures;
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BS EN 1993-2, Eurocode 3: Design of steel structures – Part 2:
Steel bridges;
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BS EN 1994-2, Eurocode 4: Design of composite steel and concrete structures – Part 2: General rules and rules for bridges;
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any UK National Annexes and Published Documents referenced normatively or informatively in the above standards.
This Published Document is prepared for personnel involved in the regulation, design, procurement, fabrication, erection and certification of steel bridges when BS EN 1090-2:2008+A1:2011 is used as the basis for specifying the execution.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 17 | Table 1 Method for slotted holes |
| 23 | Table 2 Torque values for the part turn method – step one Table 3 Rotation values for the part turn method – step two |
| 30 | Table 4 �Minimum extent of supplementary NDT of shop welds in steel grades up to and including S355 and quantified service category F56 Table 5 �Adjustments in proportions of supplementary NDT for conditions other than those covered by Table 4 and Table 6 |
| 31 | Table 6 Minimum extent of supplementary NDT of shop welds in steel grades up to and including S355 and quantified service categories F71 to F140 |
| 32 | Table 7 �Weld acceptance criteria for visual inspection All dimensions in mm |
| 34 | Table 8 �Weld acceptance criteria for visual inspection for quantified service categories F71 to F140 where limits differ from those for F56 in Table 7 All dimensions in mm |
| 35 | Table 9 Weld acceptance criteria for magnetic particle and penetrant testing |
| 36 | Table 10 �Weld acceptance criteria for ultrasonic testing with limited optional radiographic testing All dimensions in mm |
| 37 | Table 11 Production tests on run off coupon plates |
| 42 | Table B.1 Definition of quantified service categories |
| 44 | Table B.2 �Typical examples of likely maximum quantified service categories in different types of bridge elements |
| 45 | Figure B.1 Method of designation of quantified service categories on drawings F71 to F140 |
| 48 | Figure C.1 Definition of plain edge and stress raising zones for machine plasma cut edge surfaces |
