DoubleDee
All American
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- Mar 13, 2013
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No thanks, I’m good.
No thanks, I’m good.
Before I got in that bucket, I would be sure the crane operator never ran the Tower of Terror at Disney.
Yup it’s the ole in the field lingo lol! Like calling a snowmobile a skidoo even if it is not skidoo brand'
Indeed. Lull is the same thing only made by JLG and they do not even make them anymore.
Dude that video is off the charts cool, sent it to everyone I know. Gotta be friggin cold up there, and those guys are nuts. Wow.
It can't be exclusively by handheld devices as the basket goes back and forth empty about half of the time.I have wondered whether on this crane if at the point the operator can't see a bucket holding crew he's lifting above the concrete side of the dome and above the lower part of dome canopy if somewhere on the main boom or jib,(the highest part of the cranes boom), a camera is mounted so the crane operator can see directly to the truss and direct the bucket to it looking at the screen in the cab OR is it all done by hand held devices with the crew telling the crane op which way and higher now and were 3' away? tomcat or anyone know this information?
The first spiral column went up November 14th. The first big piece of box girder was installed December 14th. 68 days have past since the box girders started going up. That is about 1 per 8 days. If they keep at this rate, they will need another 224 days to complete the other 28. That would be September 1st, 2020.So far this week
0 girders.
Aye, seems a lot of activity up on the Northwest side in terms of labor hours but not a lot of added steel. Wonder if there is glitch holding things upThe first spiral column went up November 14th. The first big piece of box girder was installed December 14th. 68 days have past since the box girders started going up. That is about 1 per 8 days. If they keep at this rate, they will need another 224 days to complete the other 28. That would be September 1st, 2020.
Probably not what they were hoping for.
Hard work fascinates me. I could watch it all day.My boss better not find out that I just spent several minutes watching YouTube mesmerized by some workers cleaning snow off the Dome stairs.
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I'll be sure to let people know how things go tomorrow.Aye, seems a lot of activity up on the Northwest side in terms of labor hours but not a lot of added steel. Wonder if there is glitch holding things up
Guesswork here, but it could be that once there is enough load on the truss, it can support itself, as it is inward loaded. I can imagine that would depend a lot on the rigidity of the box girder connections to each other. They would likely want to crunch numbers to make sure that eccentric load capacity is built in, but it’s is possible that they can sequentially chase each end around to the south with less out-rigging. That may speed the process. Again, all guesswork.Weird that they never attached the cables for the spirals for the last arrow head in that corner to the back stays. I think they take them off once they connect the cables that tie the box girders to the back stays but they just skipped that step here. Maybe because there were already solid connections to the other box girders in that corner?
Makes sense.Guesswork here, but it could be that once there is enough load on the truss, it can support itself, as it is inward loaded. I can imagine that would depend a lot on the rigidity of the box girder connections to each other. They would likely want to crunch numbers to make sure that eccentric load capacity is built in, but it’s is possible that they can sequentially chase each end around to the south with less out-rigging. That may speed the process. Again, all guesswork.
Those brown pieces of steel attached to the top ring of the dome suggest they will add "backstays" around the complete circumference. However to do this they still need to add the lower attachment point in multiple places. My guess is they want to take zero chances, in the winter, regardless of the calculations.Guesswork here, but it could be that once there is enough load on the truss, it can support itself, as it is inward loaded. I can imagine that would depend a lot on the rigidity of the box girder connections to each other. They would likely want to crunch numbers to make sure that eccentric load capacity is built in, but it’s is possible that they can sequentially chase each end around to the south with less out-rigging. That may speed the process. Again, all guesswork.