af80
Structural
- Oct 6, 2014
- 1
I'm to design a foundation and the structural engineer shows 200x80x25thk member as shear key inside the plinth, but when I checked the bolts and plinth and foundation for the loadings given to me I see that I don't have to provide the shear key... Is the shear key important to put if the concrete design is fine or I still need to provide it for his steel column ?