The current specifications for fatigue design of hollow structural sec
tion (HSS) connections are both outdated, and, in view of recent resea
rch results fairly inaccurate. Analyses of a large number of connectio
ns have been carried out, incorporating results from other researchers
. The result is this paper, which contains an outline for improved fat
igue design guidelines for HSS structures that are welded directly tog
ether without the use of additional stiffeners. To clarify the use of
these guidelines and show the difference between the proposed and exis
ting design methods, three HSS connections are analyzed with existing
design guidelines as well as with the proposed guidelines.