TKIL53
Structural
- Oct 12, 2009
- 4
We are looking at analyizing an existing cmu block stair tower to potentially add two more stories to the structural. The existing tower is 8" reinforced cmu block and is roughly 30' tall. In running some preliminary numbers we are having a hard time getting the original structure to work from a lateral standpoint nevermind adding more stories. Is there a specific way of checking a stair tower like, we looked at it as individual shear walls to start, that we may be missing that could bring our design more in line with the original design intent?