Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. Joe_98

    Diaphragm Force Transfer from lower roof to adjacent wall

    I hope it helps.
  2. Joe_98

    Diaphragm Force Transfer from lower roof to adjacent wall

    Thanks for your response, Pham. I believe the gravity load will be carried by the ends of the truss through the side walls, so considering only the shear forces of the roof diaphragm for that ledger should be sufficient. This is also my first project in such a high seismicity area—the Sds value...
  3. Joe_98

    Diaphragm Force Transfer from lower roof to adjacent wall

    Hello everyone, I'm currently working on the structural design for a T-shaped timber building located in seismic design category E. In this project, a one-story portion of the building intersects perpendicularly with a two-story portion. The challenge I'm facing is that the wall between these...

Part and Inventory Search

Back
Top