Stiff beam splice
The bending resistance and stiffness of the splicing detail are calculated in the same way as for the beam - column joint. The difference is, that the column components are removed.
| One bolts row in tension k5 on left, k5 on right, k10 |
| Two or more bolts rows keq (k5, k5, k10) |
Note: The marking respects the convention used in EN 1993-1-8
Where is: | k5 |
|
k10 |
|