Inspectioneering
Search topics, authors, articles, discussions:
Search: AllInspectioneering JournalDiscussionIntegripediaVideoEventCareer PostingNewsHide

Gusset Problems

Part 3
By Del Underwood at Del Underwood & Associates. This article appears in the May/June 1996 issue of Inspectioneering Journal

This final issue on gusset problems will discuss why gussets are "stiffeners" rather than "strengtheners". The effective load bearing capacity of a member of given strength is based upon how large a cross-sectional area is carrying the load. Gussets are commonly welded to tubular members to reduce their flexure under a bending load. The lift bar shown in Figure 1, at the right serves to illustrate this principal.


Figure 1
Figure 1

Log in
  • 0 Comments
  • 0 Likes
  • Share: