CTSeng
Structural
- Jan 21, 2003
- 125
A very popular wall system thru much of Florida is the use of continuous cast in place concrete "tie" beams typically 8"x16" instead of masonry bond beams at the tops of 8" masonry walls. From my experience in other areas of the country I try to encourage the use of full height control joints thru the wall and "tie" beam at typically 20' on center. And as a result I often get the usual "I've never done that" or "that's not done here" response from both architects and contractors.
After some research I beginning to have a change of heart since the "tie" beam is effectively restraining movement similar to the foundation. Does this sound reasonable or should I not be giving in?
After some research I beginning to have a change of heart since the "tie" beam is effectively restraining movement similar to the foundation. Does this sound reasonable or should I not be giving in?