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Wizarding World - Diagon Alley Discussion (Opens 2014)

  • Thread starter Thread starter floridianer
  • Start date Start date Sep 25, 2010

Poll Closed

  • Yes

    Votes: 154 88.0%
  • No

    Votes: 21 12.0%
  • Maybe

    Votes: 0 0.0%

  • Total voters
    175
  • Poll closed Jan 18, 2011.
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KevinJ

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Joined
Mar 4, 2010
Messages
27
  • Apr 12, 2013
  • #10,361
TylerDurden said:
I have yet to see the day when a project is completely re-done because someone on a discussion board said it looks like it might tip over
Click to expand...

No need to be a jerk about it.
 
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Hatetofly

Hatetofly

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  • Apr 12, 2013
  • #10,362
The bases are MASSIVE underground, no needs to worry :thumbs:
 
Felipe

Felipe

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  • Apr 12, 2013
  • #10,363
Marni1971 said:
Google The Hilton or Beetham Tower, Manchester UK to see how big heavy things can be balanced ;)
Click to expand...

SkiBum said:
Also, walk on the Grand Canyon Skywalk. Cantilevered structures tend to be very stong, so long as they are built/engineered correctly.
Click to expand...

These two are very different structures from that of the HE train tracks, though. They both have a part that is cantilevered, but this part is much smaller than the part of the Hilton or Skywalk that it "footed" down to the ground. This train track structure has a small part that is "footed" and a long cantilevered part, where all the force from both trains' weight will be applied.

Here's a rough representation of what I mean (obviously not to scale)

Cantilevered_zps7947ca6e.jpg


That's why it looks so logic-defying, to me. Again, not saying it can't work, it's just very mind boggling.
 
Last edited: Apr 12, 2013
natespf

natespf

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  • Apr 12, 2013
  • #10,364
Felipe said:
These two are very different structures from that of the HE train tracks, though. They both have a part that is cantilevered, but this part is much smaller than the part of the Hilton or Skywalk that it "footed" down to the ground. This train track structure has a small part that is "footed" and a long cantilevered part, where all the force from both trains' weight will be applied.

Here's a rough representation of what I mean (obviously not to scale)

Cantilever_zpsfa2eb851.png


That's why it looks so logic-defying, to me. Again, not saying it can't work, it's just very mind boggling.
Click to expand...

Yep, that does not look very logical. But it appears to be missing some important parts.

Cantilever_zpsfa2eb851.png
 
shiekra38

shiekra38

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  • Apr 12, 2013
  • #10,365
So to summarize the last few posts if you may have skimmed...Universal is no longer able to properly place supports and plans failure into their designs..please enjoy the Springfield expansion thread
 
Parkscope Joe

Parkscope Joe

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  • Apr 12, 2013
  • #10,366
Where's my Structural Engineering book from college....


Seriously, it's fine guys. An I beam is incredibly strong design, combine that with a large foundation and many supports, it's enough. Also remember, the design factor of a constant moving train is different than a massive Hilton or a massive observation deck extending over the Grand Canyon.
 
cbconglom

cbconglom

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  • Apr 12, 2013
  • #10,367
hatetofly said:
The bases are MASSIVE underground, no needs to worry :thumbs:
Click to expand...

Thanks!

I obviously know the people in charge know what they are doing it just looked strange to me
 
Felipe

Felipe

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  • Apr 12, 2013
  • #10,368
natespf said:
Yep, that does not look very logical. But it appears to be missing some important parts.
Click to expand...

Oh, true! :thumbs: I just looked at the picture again and corrected my little sketch. Though it's more like 1/3 footers to 2/3 cantilevered track, than half footers and half cantilevered track.

Cantilevered_zps7947ca6e.jpg



---


Loving the ironic comments being thrown around... :rolleyes: How dare I question or not understand something?! Bad boy, Felipe! :lol:

Well, I already got a satisfactory answer to my conundrum, in that this will work because of the huge bases plus the type/strength of the steel in these footers, so I'll move along now... God forbid I keep derailing the conversation from all those other Phase II topics being discussed... Oh, wait, this is the only new thing right now :blank:
 
Last edited: Apr 12, 2013
natespf

natespf

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  • Apr 12, 2013
  • #10,369
Felipe said:
Oh, true! :thumbs: I just looked at the picture again and corrected my little sketch. Though it's more like 1/3 footers to 2/3 cantilevered track, than half footers and half cantilevered track.


---


Loving the ironic comments being thrown around... :rolleyes: How dare I question or not understand something?! Bad boy, Felipe! :lol:

Well, I already got a satisfactory answer to my conundrum, in that this will work because of the huge bases plus the type/strength of the steel in these footers, so I'll move along now... God forbid I keep derailing the conversation from all those other Phase II topics being discussed... Oh, wait, this is the only new thing right now :blank:
Click to expand...

Ha ha, yep it is not very accurate. Made the changes real quick to show the basics. But it does look like it cantilevers out more than depicted in my image, still pretty solid in my mind.

Cantilever_zpsfa2eb851.png


You can see the top beam is much bigger than the vertical ones which hold it up, that is probably to make sure it does not bend down. It sits on top of the middle beam that holds it up, but overlaps the outside beam which holds it up as well as holding it down (as not to "teeter" on the middle beam).

I do believe these would only be the supports in the middle, which are spaced quite close together. I believe the supports closer to the stations are further spaced out, but there is a single track centered over the two vertical supports.
 
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Accio Butterbeer

Accio Butterbeer

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  • Apr 12, 2013
  • #10,370
KevinJ said:
No need to be a jerk about it.
Click to expand...

not anything new on here lol
 
Teebin

Teebin

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  • Apr 12, 2013
  • #10,371
shiekra38 said:
So to summarize the last few posts if you may have skimmed...Universal is no longer able to properly place supports and plans failure into their designs..please enjoy the Springfield expansion thread
Click to expand...

All I was saying is that it is a mind boggling design and an ambitious effort. Add to this that engineers can really mess up at times in their calculations and materials. This is a fact.

However, I am happy that HTF has checked and the concrete forms are reportedly very deep... this fits more with the torque I envision will be needed against the sandy subsurface to support the frame above. I have never been worried about the steel.
 
Hockeyman55

Hockeyman55

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  • Apr 12, 2013
  • #10,372
Fixed :thumbs:

And totally to scale :pound:

natespf said:
Ha ha, yep it is not very accurate. Made the changes real quick to show the basics. But it does look like it cantilevers out more than depicted in my image, still pretty solid in my mind.




You can see the top beam is much bigger than the vertical ones which hold it up, that is probably to make sure it does not bend down. It sits on top of the middle beam that holds it up, but overlaps the outside beam which holds it up as well as holding it down (as not to "teeter" on the middle beam).

I do believe these would only be the supports in the middle, which are spaced quite close together. I believe the supports closer to the stations are further spaced out, but there is a single track centered over the two vertical supports.
Click to expand...
 
USO92

USO92

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  • Apr 12, 2013
  • #10,373
Hockeyman55 said:
Fixed :thumbs:

And totally to scale :pound:
Click to expand...

:lol: :pound: how long did that take you?
 
JungleSkip

JungleSkip

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  • Apr 12, 2013
  • #10,374
testtrack321 said:
Where's my Structural Engineering book from college....


Seriously, it's fine guys. An I beam is incredibly strong design, combine that with a large foundation and many supports, it's enough. Also remember, the design factor of a constant moving train is different than a massive Hilton or a massive observation deck extending over the Grand Canyon.
Click to expand...

I went all simple with bending stress and you go and whip out design factor. :lol:
 
Hockeyman55

Hockeyman55

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  • Apr 12, 2013
  • #10,375
USO92 said:
:lol: :pound: how long did that take you?
Click to expand...

2 min :lol: Felipe did all the hard work.
 
USO92

USO92

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  • Apr 12, 2013
  • #10,376
Hockeyman55 said:
2 min :lol: Felipe did all the hard work.
Click to expand...

you opportunist you! :lol:
 
Jakester

Jakester

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Location
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  • Apr 13, 2013
  • #10,377
Hello, Some pictures from this morning around 11:30am.




And my picture of the beginnings of Gringotts Facade.


That's all Harry Potter I could grab today, If you ever see me in the parks, Don't hesitate to say a friendly hello
 
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Felipe

Felipe

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  • Apr 13, 2013
  • #10,378
Jakester said:
Hello, Some pictures from this morning around 11:30am.

Click to expand...

Thanks for the pics, Jakester! :thumbs:
That steel framing on the right, in levels like a ladder, that's new! Nice catch!
 
Hatetofly

Hatetofly

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  • Apr 13, 2013
  • #10,379
Here are a few more I took,





 
brianlo

brianlo

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Messages
509
  • Apr 13, 2013
  • #10,380
Jakester said:
Click to expand...

So now the ultimate question: Is something going to the right here, or are we in for a Hogwarts show building faux-pas-redux?
 
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