how can I brace my beam for torsion at intermediate and end sections of my beam?
I read here that sometimes for simply supported beam the ends are not braced for torsion. How is it possible that there would be no restraint for torsion at the ends? I can't understand that.
will stiffeners help...
When the column is only carrying vertical gravity loads.
The connection is required only to hold the parts in line, and two anchor bolts are generally sufficient
