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Looks like some really shoddy building work there.
No, I wont turn off my add blocker.
Assault bridges are not meant for civilians and should be restricted. There is no Constitutional right to own assault bridges.
Low bidder job or high bidder with payola.
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Dr. Azmajihadminifabio...
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Just 'sayin...
Cheers,
Sirhr
http://www.sun-sentinel.com/local/miami-dade/fl-reg-fiu-bridge-collapse-20180315-story.htmlThe bridge had received a federal TIGER grant in 2013, according to the FIU report.
Looks like some really shoddy building work there.
Both things could be true. The shitty concrete could have failed at where the the tension cable stays are embedded in the concrete. The cables would be pre tensioned on the side of road and post or re-tensioned after placement. They said they were stress testing the bridge at failure so this seems logical. They were testing and tensioning as needed. Just a guess.At first glance my thought was post-tensioning failed. That or shitty concrete like the afore mentioned.
They mentioned something to this effect on the "news" this morning.At first glance my thought was post-tensioning failed. That or shitty concrete like the afore mentioned.
The tension cables in the slab and overhead cover. They tighten and force the concrete into compression. Concrete is extremely strong in compression. The cables likely put the bridge in a slight upward arc causing weight applied to the bridge to force the concrete into even more compression. Concrete has little or no tensile strenght on its own. But the tension cables force it into compression.So itain'twasn't no suspension-type bridge but then thereain'twasn't no spars underneath. What exactly thenholdsheld up the middle?
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They mentioned something to this effect on the "news" this morning.
Maybe even they were in the process of tightening when it shot shit.
Man, if I was pulling those tendons and the whole thing did that it would be a code brown for sure.
The tension cables in the slab and overhead cover. They tighten and force the concrete into compression. Concrete is extremely strong in compression. The cables likely put the bridge in a slight upward arc causing weight applied to the bridge to force the concrete into even more compression. Concrete has little or no tensile strenght on its own. But the tension cables force it into compression.
My first question would be was the bridge anchored to the columns/piers or was it on skid/slip/expansion plates. I am no Engineer but there is a smoking gun here somewhere.Ok, but at the time of the collapse, the overhead weren't tied to nuthin' but the singular uprights at each end. Hey, I dun solved it!
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I went to an engineering college for undergrad... a very good one, in fact.
But there were two buildings on campus that were tributes to NOT doing things 'inside.'
One was the Library building. Which was sinking into the soil at the rate of something like 1/4" a year. Because it was designed... without taking into account that it would be full of books. Which weigh a lot more than air or students sitting at desks. So it sat on foundations designed to carry a 'normal' building weight. When it was filled with tens-of-thousands of tons of paper....
Cheers,
Sirhr