Hello All. When talking about EBF beam to columns connections AISC 341 talks about the case when a gusset plate or a brace is connected to beam-column. What happens when is not the case. This ussually happens in the last upper storey. Should we consider the same provisions?
Hello All. Its my first time posting in this forum so i apologise if this subject has been talked about before.
When we have very short structures, 1 storey, masonry wall structure with concrete slab (very rigid structure), the periods of the modes are often way lower than 0.20s.
When this...
