Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: welded truss design assumptions

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Dear Ken,
We used to assume the ends as pinned, since the analysis otherwise, would have been very time consuming, without the help of computers. But since we now used computerized analysis, we should model as we design & build the structure. In both the cases, welded or bolted (more than 1 row of bolts), will automatically develop a moment capacity at the joint for the members. So it is fair to assume the member as fixed. Morever, if you analyse the results carefully, you will find that as per the stiffness distribution of forces, the induced moments are of a very small magnitude anyway, because of the natural configuration & geometry of a truss.
Pankaj Gupta
Structures Online
----- Original Message -----
To: Seaint
Sent: Wednesday, September 11, 2002 2:18 AM
Subject: welded truss design assumptions

I am reviewing someone elses truss design and question one of his assumptions.  When we do trusses, we typically assume that the web members are pinned and that these members only carry axial load - even if the connections are welded.  The truss that I am reviewing was designed with all of the members assumed to be fixed ends.  It is a typical WT top and bottom chord truss with angle webs.  No special connections - just gussets in line with the WT webs and welds on one leg of the angles.  Just curious what the general concensus is out there.
Thanks in advance.
Kenneth S. Peoples, P. E.
Lehigh Valley Technical Associates
1584 Weaversville Road
Northampton, PA 18067-9039
Phone: (610) 262-6345
Fax: (610) 262-8188
e-mail: kpeoples(--nospam--at)