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.<\/p>\n
It is applicable to the same scope of application as BS EN 1090-2:2008+A1:2011 with the following exceptions:<\/p>\n
stainless steels;<\/p>\n<\/li>\n
sheeting;<\/p>\n<\/li>\n
resistance welding;<\/p>\n<\/li>\n
riveting; and<\/p>\n<\/li>\n
matters not related to structural integrity, e.g. visual appearance.<\/p>\n<\/li>\n<\/ul>\n
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:<\/p>\n
BS EN 1990, Eurocode \u2013 Basis of structural design;<\/p>\n<\/li>\n
BS EN 1991, Eurocode 1: Actions on structures;<\/p>\n<\/li>\n
BS EN 1993-2, Eurocode 3: Design of steel structures \u2013 Part 2:<\/p>\n<\/li>\n<\/ul>\n
Steel bridges;<\/p>\n
BS EN 1994-2, Eurocode 4: Design of composite steel and concrete structures \u2013 Part 2: General rules and rules for bridges;<\/p>\n<\/li>\n
any UK National Annexes and Published Documents referenced normatively or informatively in the above standards.<\/p>\n<\/li>\n<\/ul>\n
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.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 17<\/td>\n | Table 1\u2003Method for slotted holes <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | \tTable 2\tTorque values for the part turn method \u2013 step one \tTable 3\tRotation values for the part turn method \u2013 step two <\/td>\n<\/tr>\n | ||||||
| 30<\/td>\n | Table 4\u2003\ufffdMinimum extent of supplementary NDT of shop welds in steel grades up to and including S355 and quantified service category F56 Table 5\u2003\ufffdAdjustments in proportions of supplementary NDT for conditions other than those covered by Table 4 and Table\u00a06 <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | Table 6\u2003Minimum extent of supplementary NDT of shop welds in steel grades up to and including S355 and quantified service categories F71 to F140 <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | Table 7\u2003\ufffdWeld acceptance criteria for visual inspection \nAll dimensions in mm <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | Table 8\u2003\ufffdWeld acceptance criteria for visual inspection for quantified service categories F71\u00a0to F140 where limits differ from those for F56 in Table 7 \nAll dimensions in mm <\/td>\n<\/tr>\n | ||||||
| 35<\/td>\n | Table 9\u2003Weld acceptance criteria for magnetic particle and penetrant testing <\/td>\n<\/tr>\n | ||||||
| 36<\/td>\n | Table 10\u2003\ufffdWeld acceptance criteria for ultrasonic testing with limited optional radiographic testing \nAll dimensions in mm <\/td>\n<\/tr>\n | ||||||
| 37<\/td>\n | Table 11\u2003Production tests on run off coupon plates <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | Table B.1\u2003Definition of quantified service categories <\/td>\n<\/tr>\n | ||||||
| 44<\/td>\n | Table B.2\u2003\ufffdTypical examples of likely maximum quantified service categories in different types of bridge\u00a0elements <\/td>\n<\/tr>\n | ||||||
| 45<\/td>\n | Figure B.1\u2003Method of designation of quantified service categories on drawings F71 to F140 <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | Figure C.1\u2003Definition of plain edge and stress raising zones for machine plasma cut edge surfaces <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Structural use of steel and aluminium – Recommendations for the execution of steel bridges to BS EN 1090-2<\/b><\/p>\n |