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ECSL were responsible for the CAT3 Check of an aluminium truss footbridge, checking that the previously used temporary bridge was suitable for re-use
ECSL were responsible for modelling and checking the design of the aluminium footbridge, and checking the applied loads against the capacities of the members. The members were all bespoke cross sections, meaning that the capacities had to be calculated by hand using the aluminium Eurocode.
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