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Assuming the beam is fully fixed, the design actions at the support will be:

Assuming the beam is semi-rigid at the ends, the design actions at the support will be:

Bolt forces - based on semi-rigid joint behaviour:

Force acting on bolt a per shear plane, i'm.d.max (equation (12.7))

Vertical force acting on each bolt per shear plane due to vertical load, Fv.d:

Horizontal force acting on each bolt per shear plane due to horizontal load, Fh.d:

m.d.max

Vd lsp

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