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  • Users: Don_Bill
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  1. Don_Bill

    Eccentrically loaded bolt normal to faying surface

    Could someone please explain this entire Concept of Eccentrically loaded bolt normal to faying surface?? Please. https://files.engineering.com/getfile.aspx?folder=7c4a1cc0-c464-484e-9f79-9fba6f84e692&file=1.JPG
  2. Don_Bill

    Wrap Around Gusset

    how does the brace force of 15 kips +/- will get transferred in this connection? Please tell about the checks that you have to consider? What about the clip angle that is connected on the flange of the beam? Do we have to resolve brace forces?
  3. Don_Bill

    Purlin Connection

    Does somebody have the calculation for purlin connection?? Kindly share it or attach a link Thanks in Advance, Bill
  4. Don_Bill

    WEB STIFFENERS

    In a industrial structure design drawing, wherever a Shoe or Stub column coming, a stiffener is given on the beam web on NS, where as another beam is getting connected by a Shear tab on FS. Will this beam act as a STIFFENER?? Kindly clarify
  5. Don_Bill

    Flange Plate moment connection

    Hi guys having a doubt regarding Flange plate moment connection......, shall i move the bottom bolt in the flange plate towards beam web?? https://files.engineering.com/getfile.aspx?folder=c7693330-feed-4cb9-84e6-b6a2613f459d&file=Capture.PNG

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