penpe
Structural
- Nov 27, 2012
- 68
A C15x40 channel framed as a beam supports a load from an HSS4x4 tube column. The column load is axial and wind load lateral, parallel to channel length. The tube column is connected to the channel with bolts through the web, with the tube against the outer face (opposite the toes of the channel). The top of the channel is also loaded with equipment, whose loads are of a similar magnitude to the point load from the tube steel post, (but are distributed instead). Does this loading situation warrant any special analysis because the centroid of the post is 2" from the outer face of the channel? The channel is braced by other horizontal steel framing 2' away on one side and 4' away on the other.
I realize that the loads' magnitudes are always a factor, but in this case I'm not seeing the reason for any special concern, as it's pretty common (I think) to connect to a structural channel by bolting to the outside face.
I've analyzed this platform in RISA-3D, and the channel was found to be adequate, but I made no special effort to model this specific connection detail.
Without going into more specifics, does this strike you as a problem?
I realize that the loads' magnitudes are always a factor, but in this case I'm not seeing the reason for any special concern, as it's pretty common (I think) to connect to a structural channel by bolting to the outside face.
I've analyzed this platform in RISA-3D, and the channel was found to be adequate, but I made no special effort to model this specific connection detail.
Without going into more specifics, does this strike you as a problem?