I have to build out a cantilevered platform with HSS members and am thinking about the best way to make the connections at two locations - HSS to HSS and HSS to channel.
I'm using a Vertical HSS6x6x3/8 for a workable flat of ~4/25" and and HSS 4x4x3/8 for the beam.
I have a factored shear of 3...
Hello.
I am connecting a HSS to a 6" concrete slab using mechanical anchors.
My initial design approach was to resolve the entire moment demand into a force couple on the two anchors going into the slab mid-depth and just use the distance between the anchors and the bottom of the connection...