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  1. Yashu Yashu

    Regarding the defining the sections in the ETABS

    Hi I'm analysing a truss having back to back ISMC sections with spacing of 100mm. I tried modelling using two ways as follows; Method-1: Defined by choosing the Section Shape as "Steel Double Channel" in the Frame section definer. Method-2: Defined using the "Section Designer" option in the...

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