The new observatory here at Sunniside is a monument to our SEAC friends’ construction skills — and in a lesser way a monument to some of my imperfections as a carpenter. We are looking forward very much to using it as a second observatory, and a place where SEAC members can do some useful observations, particularly for solar disk observing and astro-imaging of nighttime objects. I hope you all will make use of it.
Yesterday Nancy and I had a bit of a scare. I suggested that she might open the west roof “a little” to get a sense of the initial lift required to commence opening. At the time we did not have the 4-foot ladders out on each side to “catch” the roof fully open, so if it opened fully it might easily destroy the hinges. She didn’t hear the words “a little” and pushed down on the NW arm so it went past the point of return pronto. Fortunately I was standing close by and caught the opening roof before any damage was done, but we were frightened. It was like catching a fast-falling 100 pound medicine ball! I did catch it, and together we closed the roof okay, but it was a struggle for the two of us. Clearly the counter weighting has a way to go. We want sufficiently counterweighted so that maximum human effort should be in the 20 to 25 pound range so that either of us, acting alone, can control opening and closing, and be free to observe there independently if desired. The building and its roof are great accomplishments, but refinement is necessary. Perhaps there is a straight-forward hydraulic solution that could be attached to the corners of the building to slow the opening and closing movements. Alternately, repositioning of and/or adding to the counterweights may provide a solution. As you think about the problem, here are some relevant facts. The weight of half a roof (i.e., the east or west sections) was probably approximately 160 pounds based on the “weigh-in” of ~ 80 pounds that we made when the arms and counterweights had not yet been added. Add two arms and their current weights of 60 pounds at each of the two corners, and I think we have another ~ 40 + 120 pounds, for a grand total of 320 pounds for each roof section. The trick is to put most of this weight on the hinges, not on the human handler of the roof!
I was awake part of last night thinking about this problem. The hydraulic solution might be the best, but it may be costly. An alternate might involve adding a downward hanging 2×6 branch off the arm at the point where the arm extends out from the building, and extending that branch downward ~ 36″ in length. Put some added weight at the end of this addition, and cross-brace it with the existing arm. Then once the opening of the roof begins that newly added weight will begin to rise, deducting some of the weight the increasingly overhanging roof is producing on the human handler. Perhaps this solution might work; perhaps it would require too much weight for the hinges to hold, and an adult human to handle.We will need to think on this problem, and sleep on it.