โMay-30-2014 09:14 AM
โJun-08-2014 03:13 PM
โMay-31-2014 06:56 AM
โMay-31-2014 04:51 AM
โMay-30-2014 11:15 PM
โMay-30-2014 07:20 PM
โMay-30-2014 06:21 PM
Reality Check wrote:GMCPU53 wrote:
I worked for years in the retail and contractor home center business. The company I worked for also manufactured wood roof and floor trusses. These trusses were supplied for regular homes, commercial buildings, municipal buildings, large apartment complexes etc. Each truss is designed for an intended load with specified bracing points to make the truss system work as one unit. If a truss is not designed for a specific load to be hanging from it, then you are taking a real chance at a failure of the entire roof . When a roof truss has a load on it, ex: snow, the webs in those trusses push down against the bottom cord and then back up to the top to balance or absorb the load. Hanging something not planned for on the bottom chord could cause failure of the entire system because if the plates on one truss becomes comprised, it can affect all the trusses.
Joe
This is the sort of stuff that just kills me; everything GMCPU53 stated is technically correct. But the world isn't really black and white.
I think more often than not, folks don't read what the OP is really asking. I'm guilty of is; I missed the fact that the space was already sheet rocked.
The OP is asking about hanging a couple of hundred pounds off a truss system, spread out between four points. A system that can easily handle a 250 # man sitting in the rafters working on an HVAC or electrical system. He's not talking about lifting engines out of farm equipment.
Honestly, I think the 2x10's are overkill. They're just adding weight. One could use a 2x4 on edge and it would handle the partial weight easily.
Then again, I might need to re-think this and go ask my engineer if I can hang a garage door opener. I think the one I was looking at is 56#'s... about the same load the OP is asking about.
โMay-30-2014 05:04 PM
โMay-30-2014 04:47 PM
GMCPU53 wrote:
I worked for years in the retail and contractor home center business. The company I worked for also manufactured wood roof and floor trusses. These trusses were supplied for regular homes, commercial buildings, municipal buildings, large apartment complexes etc. Each truss is designed for an intended load with specified bracing points to make the truss system work as one unit. If a truss is not designed for a specific load to be hanging from it, then you are taking a real chance at a failure of the entire roof . When a roof truss has a load on it, ex: snow, the webs in those trusses push down against the bottom cord and then back up to the top to balance or absorb the load. Hanging something not planned for on the bottom chord could cause failure of the entire system because if the plates on one truss becomes comprised, it can affect all the trusses.
Joe
โMay-30-2014 03:59 PM
โMay-30-2014 03:56 PM
โMay-30-2014 02:51 PM
โMay-30-2014 10:33 AM
โMay-30-2014 10:14 AM
โMay-30-2014 09:40 AM