FIN EC software

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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

  • The end plate in bending

k10

  • The bolts row in tension

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