Re: One Canal (formerly Greenway Center, Bullfinch Triangle)
The need to fit this building over the Orange and Green Line tunnels makes for some interesting and muscular steel structure to distribute the load.
It's an interesting point. I tried to puzzle this one out the other night and just couldn't really figure it out. Particularly looking at the frame on the exterior wall on
this south side on New Chardon St [EDIT]. If anyone has any technical info on this, I would be very interested to hear it. I see it's a Mc/Sal job.
Here are my thoughts:
OK. So the primary reason for the span on the ground floor is the tunnel below. And the span is way too long for a transfer girder, even if there was the depth to fit one in. So you get the braces, but they look fairly slender (I estimate 26') for Max 200 slenderness ratio. And possibly even just for strength given that this is going to be an 11 story building.
But then the question goes to what is happening with that exterior frame. You have a full Vierendeel frame acting as the lateral system. But why not go to a moment frame here? The column spacing looks like 10-12' and the story heights are pretty short. Would a 2 bay (i.e. 24' span moment frame) at 10' or 11' be inefficient? Maybe it would make the girder too deep architecturally. And then what would happen at the first floor? Maybe fixing the bases of the interior two column lines would have been too much for the first floor girder as well.
So then you have to reduce the column spacing, improve the frame efficiency, at which point you have to transfer out two more columns and you might as well fix the thing and turn it into a Vierendeel. But then they have put the two exterior columns, at least the second lift in weak axis? Is this typical detailing?
So how does the frame work in practice? Is it fairly stiff? Do the transferred column lines essentially hang from the beams because of the continuous span?
And what is happening with the interior framing? Hard to see from this picture. presumably there's a column in there somewhere and not more of these frames. Looks like the framing is North/South (i.e. spanning into the exterior wall shown here). But where is the next girder line? At each coulmnline? So where is the column? Maybe the girder line can be deeper on the interior and hidden in a wall line?
Also looks like there's a lateral bracing line on the far side of this section of the building.
Finally, note the first and second floors are exposed parking. You can see the epoxy coated rebar in place on the first floor rather than a deck slab system. But the second floor looks different? It looks like deck, chairs and mesh? Why is this?