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. cameron737

    Special Deflection Requirements for OWSJ Parallel to Non-flexible members

    I am looking for some insight into special deflections of Joists parallel to a non-flexible member, like a masonry wall. I’ve found in Canam’s catalogue something talking about modifying the deflection of the first 2-3 joist in from the wall ie. 1st joist L/500, 2nd joist L/300, 3rd joist L/280...
  2. cameron737

    Analysis of OWSJ with Class 4 Sections (CISC)

    Problem: Bending Resistance of Class 4 Sections Governing Code: CISC (Canada) Question: How do I solve "j" (or Monosymmetric Constant)? Involves: OWSJ with double angle chords singly-symmetric about the y-axis; class 4 sections I have to analyze some OWSJs whose top & bottom chords were...

Part and Inventory Search

Back
Top Bottom