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3 - Comparison between the BS5400: Part 2 HA loading values to. 1 Steel, concrete and composite bridges Part 5: Code of practice for design of composite bridges Licensed Copy: Puan Ms. (2) This dynamic amplification factor should take into account the dynamic behaviour. 2.5 For the serviceability limit state requirements of prestressed concrete members given in Clause 4.2.2 of BS 5400: Part 4:- a. :x-�>8zS��+霖A&�,�x,I�J�Xh�'��D(lXWD��'���M��,4���QQ,�P�rǵ��[~���\������X�Uit��O�I�_![ 0 obj 2.4 Where reference is made in BS 5400: Part 4 to the relevant or appropriate Bridge Authority, this shall be taken to be both the National Roads Authority and the Local Authority responsible for roads and bridges. In the UK, bridge design loading is given in BS 5400 Part 2: 19782, with some amendments to it prescribed. Stafford \(2014\) Serviceability limit state of vibrations in under-deck cable-stayed bridges accounting for vehicle-structure interaction, Engineering Structures, 61: 61-72)