FasterCuse
2023 Cali Award Interceptions
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The breadth of knowledge on this board never ceases to amaze me.
What I have heard is this, and I am not sure if I have said it before in another thread, so sorry if old dialogue: There was a late occurring realization about the roof "performance" that caused some early concerns and maybe even delays although by all accounts that has been recaptured. The two different roof materials will behave differently regarding expansion and contraction, and that was a problem itself, but with it came the realization that what causes that concern is the thermal properties of the material (U value) and that the rigid outer portion will transfer warmer interior temperatures at a slower rate (better R value) than the inner translucent portion. The current roof is one material so this is not a current issue. This difference is likely to cause snow on the inner portion to melt faster. That runoff will encounter the colder roof before it can reach the primary drainage system. As a result there is need for an intermediate drainage system that is more robust, in part because of the differential movement, and in part because of the temperature swings from day to night, from occupied to unoccupied, and simply because the snow that remains on the hard roof will refreeze the melt coming off the soft roof, creating an ice damn and increasing the potential to stop movement, an create weak points and potential leak points at the joint. Running the drains inside is related because otherwise they may have to heat trace the drains (to make sure it doesn't refreeze in the drain) which is not an expense they want to incur.
What I have heard is this, and I am not sure if I have said it before in another thread, so sorry if old dialogue: There was a late occurring realization about the roof "performance" that caused some early concerns and maybe even delays although by all accounts that has been recaptured. The two different roof materials will behave differently regarding expansion and contraction, and that was a problem itself, but with it came the realization that what causes that concern is the thermal properties of the material (U value) and that the rigid outer portion will transfer warmer interior temperatures at a slower rate (better R value) than the inner translucent portion. The current roof is one material so this is not a current issue. This difference is likely to cause snow on the inner portion to melt faster. That runoff will encounter the colder roof before it can reach the primary drainage system. As a result there is need for an intermediate drainage system that is more robust, in part because of the differential movement, and in part because of the temperature swings from day to night, from occupied to unoccupied, and simply because the snow that remains on the hard roof will refreeze the melt coming off the soft roof, creating an ice damn and increasing the potential to stop movement, an create weak points and potential leak points at the joint. Running the drains inside is related because otherwise they may have to heat trace the drains (to make sure it doesn't refreeze in the drain) which is not an expense they want to incur.
Too windy today to lift steel.Everytime I checked the crane cam nothing was happening.
Galvanization can help rusting but can not stop it entirely, I do not think this is galvanized steel, but do not know for sure. Painting can temporarily stop rusting but all paints end up chipping off and failing just look at any older overpass or bridge supports that must be repainted periodically. Newer bridges generally are built with the rust proof steel, no matter what you call it. Expense is generally considered well worth it because of downstream savings in maintenance costs and longevity. Then of course there is the even more expensive stainless steel with its nickel content adding strength and rust protection.Are you guys talking about core ten steel? That is not core ten steel. Not only is it way more expensive, but any runoff stains. It is a finish and I don’t believe that it is the desired finish. They would use galvanized before core ten, but I think this is just primed. I do believe the end result will be white. Good point about welding and fire. Is that also true of arc welding? I don’t know enough to say.
Not much going on yesterday or today but I got a good shot of the heavy fog this morning.
View attachment 171139
I don't think they have even finished putting the support braces up on the southern (ESF) side of the Dome. I wonder what the delay is? The wind? It has been pretty breezy. Winds of around 12 mph right now in Syracuse.
The oxide doesn't bind on iron & steel, though, and flakes off. Unlike aluminum, which forms a thin oxide layer that sticks in place and prevents deeper oxidation.Did you ever wonder if it’s brown because it is completely rusted over? Technically it is rustproof at that point because it won’t take on any more rust.
For the record, this is what I was referring to and NOT what we are using.The oxide doesn't bind on iron & steel, though, and flakes off. Unlike aluminum, which forms a thin oxide layer that sticks in place and prevents deeper oxidation.
Today there also seems to be nothing much happening, and it is a beautiful day in Syracuse.Not much going on yesterday or today but I got a good shot of the heavy fog this morning.
View attachment 171139
I don't think they have even finished putting the support braces up on the southern (ESF) side of the Dome. I wonder what the delay is? The wind? It has been pretty breezy. Winds of around 12 mph right now in Syracuse.
The few times I’ve pulled it up today there have been two bucket lifts that appear to have workers up at those brown bracketsToday there also seems to be nothing much happening, and it is a beautiful day in Syracuse.
Today there also seems to be nothing much happening, and it is a beautiful day in Syracuse.
The few times I’ve pulled it up today there have been two bucket lifts that appear to have workers up at those brown brackets
Yesterday on the opposite side there was a lot of noisy cutting of something on the ground thought to probably be metal.
too bad they didnt invest in a better camera web set up.. alot of projects let you zoom the camera around and point it..
It's like when you build a house and the construction is moving along until suddenly you are waiting around for materials. It's probably the steel for the Dome truss, as it is custom for this project, hasn't been delivered yet.Today there also seems to be nothing much happening, and it is a beautiful day in Syracuse.
I think you are right, but time it is awasting. Most of the truss needs to be lifted,and joined before foul weather sets in. High winds make lifting untenable, and those winds increase in frequency and strength as November sets in.It's like when you build a house and the construction is moving along until suddenly you are waiting around for materials. It's probably the steel for the Dome truss, as it is custom for this project, hasn't been delivered yet.
I wonder what gets connected to those brackets midway down.
I wonder what gets connected to those brackets midway down.