Toronto CIBC SQUARE | 241.39m | 50s | Hines | WilkinsonEyre

  • Thread starter Suicidal Gingerbread Man
  • Start date
Mini Rail Deck Park from Union Station platform 6.
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Anyone surprised by how skinny those support beams look ...especially for an entire park that will be overtop here?


Friday Morning Teaser: I may be a little late posting today, so here is something to hold you over

Trackside: Two steel trusses, facing east to west, were added during the week. Last night 2 connecting trusses were added, north to south, structurally connecting and beginning the support skeleton of the track deck.

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That's fake news. They're 'experts'. Elites. Elites don't know anything about 'support'. They just support themselves.

Nope - I heard that when sizing these columns and trusses they sketched out some options and went to an authentic blue-collar neighbourhood and asked real people to vote on what option 'just kind of felt right'.

I think this is the way forwards on all projects of this sort.
 
Nope - I heard that when sizing these columns and trusses they sketched out some options and went to an authentic blue-collar neighbourhood and asked real people to vote on what option 'just kind of felt right'.

I think this is the way forwards on all projects of this sort.

What I really want most out of my structural engineer is just a guy I wanna go have a beer with.
 
CIBC cranes from Front & Bay:

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…and from beside the GO Bus Terminal with a train rolling into Union,
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…and after the train has rolled in,
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…and a close-up on those trusses:
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Nitpicking but it's 'civil' engineering.
To Nitpick, it's both and you will find projects board saying who the Structural Engineer is on them today. Even if you do a Google search, Structural Engineer is coming up more than civil. Take a look at the Wells and 14 York St hording to see this.

Without getting a closer look at the columns, they are about 12WF 2xx-3xx, which will carry a very high live load from the deck. Only have to look how thick the flanges are to see it. The deck support is trusses that can carry a lot of live and dead load. 2xx-3xx is pounds per foot based on grade 50.

If you design the TD towers and First Canadian today based on current code and steel grade, they would be a lot thiner and have less weight compare to what was built. They were built with grade 36 material

You don't have a 1/4 of the final structure up at this time.
 

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