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  1. Rafters are subject to axial loads. I don't have practical calculations in hand, the attached scanned pages from a book may help you. Untitled_29082018_173346.pdf
    1 point
  2. @ MA123 This factor will depend on end condition of the member. Increasing to 1 will reduce axial compression capacity for buckling. @ Ayesha I was referring to axial compression capacity for buckling (Ncy) required for checking the member for combined actions.
    1 point
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