We have not examined adding rods ilo the channel. Whether we use rods or the channel, it appears that we will have enough room to slide the new member. We can check the rod idea tomorrow to see if we can get enough section out of it as it would certainly be easier to get the rods up there...
All great info, everyone gets stars. The post tensioning is a really cool idea, but there most likely will not be a lot of access at one end. I would assume that some type of jack would be required to tension the cables. I still like the channel reinf to web idea the best. We will just need...
We were on the same page as far as load removal (or de-stressing) and to get the c working correctly we'll have to look more into it. My "suggesting" is that we are proposing this method, the whole design method is a suggestion right now. The existing shear and web crippling has been checked...
This one is tough due to the limited access to only one side. I like the idea of using the slots and will suggest that to the contractor. We can install the channel, and then add the additional weight, but it might not be feasible to relieve the current load before installing the channel. The...
Has anyone ever nested a channel against a web on a wide flange beam to strengthen it? I have a project with limited access in which an existing W (top flange loaded) needs to be strengthened, but not by much. The plan is to take a 12" channel and weld it to the center of the web as to provide...
How many trusses is he calling to be removed or repaired out of how many total? Can you provide pictures of trusses that you believe are damaged which he is specifying to remain? I'm not sure how "bad faith" would apply. His report is his professional opinion just like the other professionals...
If you eliminate the Tyvek, make sure you still comply with Code requirements for weather-resistant exterior wall barriers. What is the exterior finish? What state are you in?
Scott
www.dbssinc.com
I often prepare reports and plans for several different insurance companies on fire losses in Central Florida. I find that some adjusters often under estimate the damage present at a loss. Fact of the matter is, they retain me to make that decision. I very rarely get concerns with my reports...
Thanks for the links. It would be helpful to note that the project is in Florida. I am specifically looking for some type of criteria of when the cracks are acceptable or not.
