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: *

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

    Point Load on Steel Ledger Angle

    I have a steel ledger angle (L7x4x1/2) attached to a CMU wall with 3/4" dia expansion anchors at 16" o.c. Steel joists bear on top of the ledger angle and are spaced at 6'-0" o.c. Approxiate DL + roof LL= 3400 lbs. In order to not exceed the capacity of the anchors, I would need to use 4...
  2. BEFORT

    Simplified Wind Procedure for Buildings with parapets.

    Can the simplified wind procedure be utilized for buildings with parapets?
  3. BEFORT

    Allowable floor deflections versus workmanship standares.

    I have a question regarding an apparent conflict between the requirements of the UBC and published workmanship standards. I will first set up the scenerio. A rectangler building 40'x 20' with CMU walls all around. A single wood beam bisects the 40' dimension. Wood joists bear on a wood ledger...

Part and Inventory Search

Back
Top Bottom