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BS449 Versus BS5950

BS449 Versus BS5950

BS449 Versus BS5950

(OP)
Does anyone have any references on direct comparisons between steelwork designs to BS449 and BS5950?  We have a client who is insisting that we re-design our structure to 5950 when we have a perfectly good design to 449.  We are looking to demonstrate by literature review that the two codes give comparable results.

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