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Superseded by BS EN 1993-1-1:2005, BS EN 1993-1-5:2006, BS EN 1993-1-8:2005, BS EN 1993-1-10:2005 and BS EN 1993-2:2006. Supersedes BS 5400-3:1982. Amendment 13200 is Corrigendum No.1 dated May 2000. Amendment 16404 dated May 2006. Amendment 16480 is Corrigendum No.2 dated June 2006. Publisher Information. Bs 5400 Part 2 2006 Pdf Freel 4 Janvier 2020 Bs 5400 Part 2 2006 Pdf Free ->>> http://bit.ly/2rYkQrGhttp://bit.ly/2rYkQrG. For most work, a maximum aggregate size of 20 mm is suitable. Where there are no restrictions to the flow of concrete into sections, a maximum aggregate size of 40 mm should be specified. NOTE If 40 mm aggregate is not available, the producer may offer a maximum aggregate size of 20 mm as an alternative.. 1.2 Loads and factors specified in this Part of BS 5400 1 1.3 Wind and temperature 1 2 References 1 3 Principles, definitions and symbols 1 3.1 Principles 1 …. List of BS Codes. BS 648: 1964. Schedule of weights of building materials. BS 1377: Part 2: 1990. 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