fastline12
Aerospace
- Jan 27, 2011
- 306
We are going to start work on a shop building for our own needs. Due to local taxes and modular ability, we decided to build an all wood building. We need a parallel chord vaulted truss and plan to design the structures, then have another PE bless and stamp. Trusses is not our line of work.
This looks to be a very common I beam type load with tension compression and the thought came to mind if doubling up a pair of trusses could better protect us on buckling? Anyone with experience with these trusses care to give me some thoughts on a direction to go with this? We are trying to avoid adding steel to the trusses but that is not totally out of the question. We will require design snow down load of 21 psf.
This looks to be a very common I beam type load with tension compression and the thought came to mind if doubling up a pair of trusses could better protect us on buckling? Anyone with experience with these trusses care to give me some thoughts on a direction to go with this? We are trying to avoid adding steel to the trusses but that is not totally out of the question. We will require design snow down load of 21 psf.