Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations waross 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. AR2_Struc

    Strong wall at the end of a floor beam

    By designing the beam-to-column connection based on beam reaction, I only have to accommodate 5-kips. Otherwise, I'm to ignore the beam completely and design the connection for the full 34-kip uplift. Is that the consensus?
  2. AR2_Struc

    Strong wall at the end of a floor beam

    Attached is the detail in question https://res.cloudinary.com/engineering-com/image/upload/v1668525171/tips/WSW_TO_BM_nvuo11.pdf
  3. AR2_Struc

    Strong wall at the end of a floor beam

    I have a situation where I'm placing a 24" strongwall at the end of a wood beam. Overstrength forces bring the uplift/compression to 34-kips, requiring a Wide Flange beam. The strongwall is secured to the top flange of the beam with web stiffeners provided. Given the proximity of the...

Part and Inventory Search

Back
Top Bottom