I have a concrete roof (40X20) where my client wants a vaulted
ceiling. The ridge line is aprallel to the 40 ft. line Ridge beam has
to span almost 40 feet. (no middle posts required). There is a 3 ft
space between the ceiling and the roof. I'm thinking of using collar
ties above the ceiling line. I will design it to carry a tensile force
equal to the thrust.
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