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Recent content by wangbungal

  1. wangbungal

    window fastener load calculations

    Thank you all, now it makes more sense to me now, thickness of the frame is 1-1/2 in.
  2. wangbungal

    window fastener load calculations

    If you see this example, he use e = 0.75 in and then effective ‘e’ =0.375 in
  3. wangbungal

    window fastener load calculations

    Agent666 i am aware of that formula, my view is the bending with regards to the eccentricity factor of it, i have been reading books AISC and state codes, but could not fathom how to incorporate that effective ‘e’ factor, and what table or book to get it from, is that something like a rule of...
  4. wangbungal

    window fastener load calculations

    Because i was just considering for shear I use the formula sigma = Force load P / Cross sectl area of fastener if you increase shim gap on a window that is flush and no flanged, for bending how do you calculate?
  5. wangbungal

    window fastener load calculations

    Hello all, i copied this thread from the fasteners thread, just wondering if you could help me start my window fasteners load calculation journey, so I have a window residential, i did the ASCE 7 wind load calculations manually already, i have a max wind load of 62 psf and tributary area of 52...
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