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This is the roof coated with fiberglass.
The design is being tweaked as it is built, but it works with a model and just has to be strong enough to avoid excessive torque forces on the roof with no flexure of the structure due to differential motion of the powered arms. This is primarily achieved by use of keys and keyways, rather than welds or set screws, and by over-engineering the mechanism to tolerate much larger forces than anticipated the structure will ever be subject to. In other words, its really industrial strength. I have no doubt that an adult could ride the roof while under operation and not cause a failure. Safety interlocks, multiple limit switches, time-out switches, moving-part guards and emergency shutdown capabilities are all part of the design as well. One concern is the average wind velocity in the vicinity is one of the highest in the nation (with frequent strong gusts), even greater than it is for the large wind farm sites in California and much greater than the so-called Windy City. In fact, the only wind farm in the state is 5 miles away and its placement there was no accident. With our design, I believe anything short of 60 mph winds should be of no concern other than to perhaps cause the moving roof to vibrate or shudder a bit. In the home closed position, the shingles on the roof would no doubt blow off before the observatory roof was in danger of failing. The strength of the mechanism itself is probably great enough to obviate the need for additional hold-down locks, though they will nevertheless be installed so as to not have to test the theory. It is difficult to explain in words how this will all work, but it will become apparent as the web site evolves and new images are posted as the mechanism is assembled on site. As far as I know no one has done anything like this. It's main advantage is allowing low observatory walls with a view of the horizon with no chance of the roof striking the scopes even when they are at their highest point.
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Arrakis
Observatory
©2002