Check the shear connection for the IPE450-S275 for the design shear VEd=200KN. Bolts M20-8.8, plate thickness t=10mm.
Every bold gets vertical force 200/3=66.6KN and the torsional moment is 200KN*50mm=1000KN*cm and it is assigned at the farthest bolts as horizontal force 1000KN*cm/20cm=50KN.
At the farthest bolts the maximum force is
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