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  1. CFS339

    Light Framing Truss in Parts ? Lateral Load transfer mechanism?

    Dear All, Is it a correct design approach? i.e. There is a cold formed steel structure 30m x 33m. 30 meter truss is provided but the truss is supported at every 6 meters with a lattice columns. As bending moment should be avoid on the Cold formed steel columns so can I convert 30 Meters truss...

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