Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations KootK 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: *

  • Users: robv73
  • Content: Threads
  • Order by date
  1. robv73

    glulam beam repair

    I'm working on a repair to a bunch of glulam beams at an exterior balcony condition. The beams are dry rotten at the support to the point where they are crushing and beyond salvaging. The beam runs into the evelope of the building, and would require a lot of work to replace. I'd planned to...
  2. robv73

    ASME 17.1 rail seismic rail force calculation

    I am trying to verify seismic rail loads, and in reviewing ASME 17.1 it appears the rail forces are based on seismic zone (UBC methodology). Is there an alternate method for calculating rail forces under the IBC?

Part and Inventory Search

Back
Top Bottom