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Roof Engineering Question
I have a question about the structure of my attic roof. As it stands
now, the roof beams are given some additional support from beams (2x4) that are parallel to the floor and which are nailed into the roof beams on either side, about half-way between the attic floor and the peak of the roof. IOW the roof is structured like an A, although the crossbeams are about 1 every 4 linear feet (versus the roof beams themsevels, which are 16" apart). The purpose of these cross-beams is presumably to stop the weight of the roof from pushing the roof down and the exterior walls of the house apart. However, I would like to make some more use of the attic space, and these cross beams are in the way. So I'm casting about for another method of achieving the same support in a less obstrusive manner. Most specifically, I'm wondering if I can remove these beams and instead nail vertical beams into the ceiling beams and into the floor joists of the attic. So that instead of supporting the roof by binding the two halfs of the roof to each other, I would be supporting it by propping up the roof against the 2x8s that form the attic floor. Does this make sense? Does anyone know and/or is there some way for me to determine this without hiring a structural engineer? |
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