sdz
Structural
- Dec 19, 2001
- 567
We are designing antenna poles which typically have the pole connected to the support with 2 U bolts; see picture. Plate and pole are both galvanized. How can we calculate shear capacity of the connection in vertical and horizontal axes.
Despite the widespread use of U bolts I can't find anything on line.
Despite the widespread use of U bolts I can't find anything on line.