CTW
Structural
- May 30, 2002
- 312
I'm designing a precast wall (which actually performs more like a beam) as protection for equipment from a crane magnet. My steel on the exterior face will be #7 @ 10" c/c horizontally for negative moment and #4 @ 18" vertically for shrinkage. But I was wondering whether or not there would be much benefit from spacing either or both of these bars closer together. For instance, is 6" going to offer much benefit over spacing the bars at 10"? My thinking is that the closer spacing will help keep large chunks of concrete from breaking loose. I know the panels will get beat up and need replacing, but I want to make sure they last as long as possible.