Quence
Structural
- Jul 16, 2018
- 84
In beams in between columns, you use Moment (left) + Moment (right) / Length to get the Vu.. but in case of cantilever where there is only one side fixed at the column.. what formula should be used?
If it is still Moment (left) + Moment (right) / Length, how could it work when one side of the cantilever is free (can't form hinge)?