Nuhu314
Civil/Environmental
- Nov 29, 2014
- 9
For lateral loads, Does being pinned connection (beam to column ) affects the lateral frame resistance? Because though pinned won't the beam by itself have lateral load transfer mechanism between the columns? ? all of the members are glulam timber members. see the picture here
Now If the beam can manage to do this why do we need bracing or shear wall as long as the columns can share the load in that particular direction?
Now If the beam can manage to do this why do we need bracing or shear wall as long as the columns can share the load in that particular direction?