RAM CONNECTION:
The bending capacity of an endplate for a beam splice is by DG16 Sec 2.5
The bending capacity of a moment base plate for a column is by DG1 Eq 3.3.13
Why are those capacities so different if they look so similar?
Capacity for bending of endplate can be 4 times the base capacity!!
The bending capacity of an endplate for a beam splice is by DG16 Sec 2.5
The bending capacity of a moment base plate for a column is by DG1 Eq 3.3.13
Why are those capacities so different if they look so similar?
Capacity for bending of endplate can be 4 times the base capacity!!