dis_
Structural
- Nov 19, 2020
- 17
I have seen single layer dowels been used between panel to panel vertically most of the time despite the fact that there are two layers of reinforcement in panel and am wondering why is the reason for this? Can we use two layers of dowel bars for 200mm thick wall instead of is it not practical on site?
And if ligatures are required for panels, how do you take buckling of dowel bars into consideration since it they have no ligatures?
And if ligatures are required for panels, how do you take buckling of dowel bars into consideration since it they have no ligatures?