capablanca
Structural
- Nov 26, 2001
- 32
Sirs:
This is a typical problem that presents in telecom
towers.I am refering to standard shear connections such
as between diagonals and goussets.These connections are
not slip critical and get loosened by the tower vibrations.
Eventually the bolts fall down.My interest is to knoww
an easy solution to this problem.In our case we detected
that in one year the bolts are loose.Thanks!
Capablanca
This is a typical problem that presents in telecom
towers.I am refering to standard shear connections such
as between diagonals and goussets.These connections are
not slip critical and get loosened by the tower vibrations.
Eventually the bolts fall down.My interest is to knoww
an easy solution to this problem.In our case we detected
that in one year the bolts are loose.Thanks!
Capablanca