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  1. Ahmadshag

    curved beams

    i did check by hand and it's exceeding limits but i don't what to do ! should i change the section from concrete to composed or is there any other solution ?
  2. Ahmadshag

    curved beams

    Hello gentlemen i have a question i have faced a problem with this curved beam in my graduation project the shear+torsion forces exceed limits" that's what etabs keep saying any one have an idea to solve this problem ?

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