OHIOMatt
Structural
- Oct 19, 2009
- 337
I have a project that involves the renovation of an existing building. The building is 4 stories and utilizes structural terracotta for bearing walls. These are a fired, hollow clay product. I am looking for some resources on capacity and repair methods. The load on these walls is quite high.
Floor Live: 1,000 plf
Floor Dead: 800 plf
Roof Live: 500 plf
Roof Dead: 500 plf
To make matters worse, there are window that stack floor to floor, so the jamb areas between windows will see almost double the above stated loads.
Floor Live: 1,000 plf
Floor Dead: 800 plf
Roof Live: 500 plf
Roof Dead: 500 plf
To make matters worse, there are window that stack floor to floor, so the jamb areas between windows will see almost double the above stated loads.
