Single angle connection

[GalileoG]

For single clip angle connections where the leg is three-side welded to the supported beam and bolted to the supporting beam, for design, do we have a moment due to eccentricity only on the bolt group or will the weld group also have moment of the same magnitude as opposed to just pure shear? I have always treated the angle like a cantilever which has moment due to eccentricity only on the leg which is connected to the supporting beam, but is this not the case?

Hope that made sense. Thanks

Clansman

If a builder has built a house for a man and has not made his work sound, and the house which he has built has fallen down and so caused the death of the householder, that builder shall be put to death." Code of Hammurabi, c.2040 B.C.

 

[nutte]

There is moment on both the weld and the bolts.

 

[slickdeals]

Look at Page 10-123 of the 13th Edition Steel Manual.