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  1. Titofer

    Cold-formed Steel Portal Framing System

    I am trying to calculate the delfection in the apex of a CFS Portal Framing System in ETABS: But I am not sure how to represent this connections, joints or liks in ETABS: Try to represent it like this in ETABS, but it didnt work: What I am trying to do is representing the semi-rigd...

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