Question: Question 1 ( 2 0 marks ) Universal column S 2 7 5 sections, simply connected through their centroids, are used for the truss top
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Universal column S sections, simply connected through their centroids, are used for the truss top chord shown in Figure Q with the sections orientated as shown in the Section aa of Figure Q The maximum compression force in the top chord as a result of the factored design loading is Check the suitability of a UKC member in compression for this top chord, performing all necessary checks with the exception of deflection and torsional flexural buckling, which is not required for a UKC connected through its centroid Note that out of plane lateral support is provided only at loading and support nodes. See end of paper for equations to assist in design.
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